Final Dpr

State: Odisha District: Balangir Block: Titlagarh Gram Panchayat: Kuskela
Work Code: OD/345/3296/116015/421450/00019253 (Const. of C.C. Road from Kuskela to Hospital Road)
Project Category: Road
Financial Year: 2024-25 Execution Level: ps
Executing Agency: Panchayat Samiti, Titlagarh Bill Status: Final Bill
Proposal Date: 31-12-2024 Date of Commencement: 24-08-2025
Date of Completion: 03-12-2025 Scheme Name: 5th SFC Grant in Aid
Scheme Component Name: Maintenance and improvement of Road infrastructure Project Sub-Category: CC Road
Project Type: Renovation or Rejuvenation Name of Executant: LOPAMUDRA BISWAL
Administrative Approval Details
Approval No.: OD/345/3296/116015/421450/00019253/AS
Technical Sanction Details
Technical Sanction No.: OD/345/3296/116015/421450/00019253/TS
Fund Sanction No.: 31142
Fund Sanction Amount (in Rs.): 400000
ACTIVITY STATEMENT
Sl.No. Activity taken Unit Quantity Unit Price (in Rs.) Total (in Rs.)
1 Earth Work (AR0110) : Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface. Sqm 418.5 4.6662 1952.8047
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 4.05 240.77592 975.142476
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 21.6 455.816232 9845.6306112
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 45.225 5050.25745506 228397.89340509
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 20.925 6817.34003822 142652.84029975
6 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 47.7 216.55039071844 10329.45363727
Total Amount (in Rs.): 394153.76512931
LABOUR STATEMENT
Sl.No. Activity Name Quantity (A) Unit Un-Skilled Skilled Semi-Skilled
Rs. 462 Rs. 562 Rs. 512
Qty/Unit (B) Total Qty (A*B) Qty/Unit (B) Total Qty (A*B) Qty/Unit (B) Total Qty (A*B)
1 Earth Work (AR0110) : Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface. 418.5 Square Meter 0.01 4.185 - - - -
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 4.05 Cubic Meter 0.516 2.0898 - - - -
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. 21.6 Cubic Meter 0.1236 2.66976 - - - -
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. 45.225 Cubic Meter 3.9 176.3775 - - 0.18 8.1405
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. 20.925 Cubic Meter 4.6 96.255 - - 0.68 14.229
6 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 47.7 Square Meter - - 0.05 2.385 0.05 2.385
Total Qty 281.57706 24.7545 2.385
Rate Per Man Day 462 562 512
Total Amount 130088.60172 13912.029 1221.12
Total Labour Amount (in Rs.): 145221.75072
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM045 BRM056 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)
1 Earth Work (AR0110) :.Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface. 418.5 Sqm - - - - - - - - - - - - - -
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 4.05 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. 21.6 Cum 1 21.6 - - - - - - - - - - - -
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. 45.225 Cum - - 2.29 103.56525 0.48 21.708 0.96 43.416 - - - - - -
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. 20.925 Cum - - 3.23 67.58775 0.45 9.41625 - - 0.9 18.8325 - - - -
6 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 47.7 Sqm - - - - - - - - - - 0.00267 0.127359 0.126 6.0102
Total Qty 21.6 171.153 31.12425 43.416 18.8325 0.127359 6.0102
Rate Per Unit 347.95 578.157 352.89 1128.47 1737.73 58668.206 324.226
Total Amount 7515.72 98953.305021 10983.4365825 48993.65352 32725.800225 7471.924047954 1948.6631052
Total Material Amount (in Rs.): 208592.50250165
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM045 BRM056 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)
1 Earth Work (AR0110) :.Fine dressing of earth work in ordinary or hard soil in road formation - Fine dressing of earth work in ordinary or hard soil in road formaton according to the direction of the department including cutting or filling earth upto 0.15m depth of surface. 418.5 Sqm - - - - - - - - - - - - - -
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 4.05 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. 21.6 Cum 1 21.6 - - - - - - - - - - - -
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. 45.225 Cum - - 2.29 103.56525 0.48 21.708 0.96 43.416 - - - - - -
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. 20.925 Cum - - 3.23 67.58775 0.45 9.41625 - - 0.9 18.8325 - - - -
6 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 47.7 Sqm - - - - - - - - - - 0.00267 0.127359 0.000614 0.0292878
Total Qty 21.6 171.153 31.12425 43.416 18.8325 0.127359 0.0292878
Rate Per Unit 46.25 0 46.25 157.5 157.5 0 0
Total Amount 999 0 1439.4965625 6838.02 2966.11875 0 0
Total Royalty Amount (in Rs.): 12242.6353125
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Display Citizen Board @ Rs. 1904 Rs. 1904
2 Contingency @ 1% Rs. 3941.5376512931
Total Addition Component Amount (in Rs.): 5845.5376512931
DEDUCTION COMPONENT
Sl.No. Item Name Amount (in Rs.)
1 Contingency @ 1% Rs. 3999.993027806
2 Royalty @ Rs. 9937.65375 Rs. 9937.65375
3 Additional Royalty @ Rs. 814.3335 Rs. 814.3335
4 EMF @ Rs. 496.8826875 Rs. 496.8826875
5 DMF @ Rs. 993.765375 Rs. 993.765375
6 Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 1357.08 Rs. 1357.08
7 Labour Cess @ 1% Rs. 3999.993027806
Total Deduction Component Amount (in Rs.): 21599.701368112
Total Net Amount (in Rs.): 378399.60141249