Final Dpr

State: Odisha District: Balangir Block: Gudvella Gram Panchayat: Jamut
Work Code: OD/345/3289/115872/420450/00061592 (Completion of Tikiripada Mandap)
Project Category: Religious Structures
Financial Year: 2025-26 Execution Level: ps
Executing Agency: Panchayat Samiti, Gudvella Bill Status: Final Bill
Proposal Date: - Date of Commencement: 24-10-2025
Date of Completion: 11-11-2025 Scheme Name: Chief Minister Special Assistant
Scheme Component Name: Self/Personal Deposit Project Sub-Category: Religious Structures
Project Type: New Work Name of Executant: GIRIJA SHANKAR BHOI
Administrative Approval Details
Approval No.: OD/345/3289/115872/420450/00061592/AS
Technical Sanction Details
Technical Sanction No.: OD/345/3289/115872/420450/00061592/TS
Fund Sanction No.: 1970
Fund Sanction Amount (in Rs.): 200000
ACTIVITY STATEMENT
Sl.No. Activity taken Unit Quantity Unit Price (in Rs.) Total (in Rs.)
1 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 6.622 515.507232 3413.688890304
2 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 6.6787 5588.32727906 37322.761398658
3 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 4.6928 7132.80848822 33472.843673519
4 Plastering (AR1017) : 20mm thick cement Plaster in CM (1:4) over masonry work in inside. - 20mm thick cement Plaster in CM (1:4) over stone work in inside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. Sqm 55.3896 267.3652124816 14809.252173271
5 Painting (AR0901ci) : Priming one coat with outer surface primer of approved quality oil-bound primer over plastering surfaces(Outer surface) - Priming one coat with outer surface primer of approved quality oil-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. Sqm 222.3896 68.99789160551 15344.413514993
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 22.16 216.23489289764 4791.7652266117
7 Painting (AR0920) : Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) Sqm 222.3896 94.7676397125 21075.337488607
8 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 8.022 240.77592 1931.50443024
Total Amount (in Rs.): 132161.5667962
LABOUR STATEMENT
Sl.No. Activity Name Quantity (A) Unit Un-Skilled Skilled Highly-Skilled Semi-Skilled
Rs. 462 Rs. 562 Rs. 612 Rs. 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 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. 6.622 Cubic Meter 0.1236 0.8184792 - - - - - -
2 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. 6.6787 Cubic Meter 3.9 26.04693 - - 0.18 1.202166 - -
3 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. 4.6928 Cubic Meter 4.6 21.58688 - - 0.68 3.191104 - -
4 Plastering (AR1017) : 20mm thick cement Plaster in CM (1:4) over masonry work in inside. - 20mm thick cement Plaster in CM (1:4) over stone work in inside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. 55.3896 Square Meter 0.24 13.293504 - - 0.16 8.862336 - -
5 Painting (AR0901ci) : Priming one coat with outer surface primer of approved quality oil-bound primer over plastering surfaces(Outer surface) - Priming one coat with outer surface primer of approved quality oil-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 222.3896 Square Meter 0.053763440860215 11.956430107527 - - - - 0.053763440860215 11.956430107527
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 22.16 Square Meter - - 0.05 1.108 0.05 1.108 - -
7 Painting (AR0920) : Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) 222.3896 Square Meter 0.064 14.2329344 - - - - 0.054 12.0090384
8 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 8.022 Cubic Meter 0.516 4.139352 - - - - - -
Total Qty 92.074509707527 14.363606 23.965468507527 1.108
Rate Per Man Day 462 562 612 512
Total Amount 42538.423484877 8072.346572 14666.866726606 567.296
Total Labour Amount (in Rs.): 65844.932783484
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM056 BRM252 BRM104 BRM092 BRM140
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 (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. 6.622 Cum 1 6.622 - - - - - - - - - - - - - - - -
2 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. 6.6787 Cum - - 2.29 15.294223 0.48 3.205776 0.96 6.411552 - - - - - - - - - -
3 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. 4.6928 Cum - - 3.23 15.157744 0.45 2.11176 - - 0.9 4.22352 - - - - - - - -
4 Plastering (AR1017) :.20mm thick cement Plaster in CM (1:4) over masonry work in inside. - 20mm thick cement Plaster in CM (1:4) over stone work in inside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. 55.3896 Sqm - - 0.0744 4.12098624 0.021 1.1631816 - - - - - - - - - - - -
5 Painting(AR0901ci) :.Priming one coat with outer surface primer of approved quality oil-bound primer over plastering surfaces(Outer surface) - Priming one coat with outer surface primer of approved quality oil-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 222.3896 Sqm - - - - - - - - - - 0.084 18.6807264 - - - - - -
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 22.16 Sqm - - - - - - - - - - - - 0.00267 0.0591672 0.126 2.79216 - -
7 Painting(AR0920) :.Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) 222.3896 Sqm - - - - - - - - - - - - - - - - 0.125 27.7987
8 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 8.022 Cum - - - - - - - - - - - - - - - - - -
Total Qty 6.622 34.57295324 6.4807176 6.411552 4.22352 18.6807264 0.0591672 2.79216 27.7987
Rate Per Unit 413.05 578.157 417.99 1661.86 2063.23 125.86677 58573.086 229.106 249.70677
Total Amount 2735.2171 19988.594926379 2708.875149624 10655.10180672 8714.0931696 2351.2826932217 3465.6054939792 639.70060896 6941.523587199
Total Material Amount (in Rs.): 58199.994535683
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 BRM056 BRM252 BRM104 BRM092 BRM140
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 (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. 6.622 Cum 1 6.622 - - - - - - - - - - - - - - - -
2 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. 6.6787 Cum - - 2.29 15.294223 0.48 3.205776 0.96 6.411552 - - - - - - - - - -
3 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. 4.6928 Cum - - 3.23 15.157744 0.45 2.11176 - - 0.9 4.22352 - - - - - - - -
4 Plastering (AR1017) :.20mm thick cement Plaster in CM (1:4) over masonry work in inside. - 20mm thick cement Plaster in CM (1:4) over stone work in inside including racking out joints finishing smooth with proper plumb and line, curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T & P required for the work etc comp.and as per direction of Engineer-in-charge. 55.3896 Sqm - - 0.0744 4.12098624 0.021 1.1631816 - - - - - - - - - - - -
5 Painting(AR0901ci) :.Priming one coat with outer surface primer of approved quality oil-bound primer over plastering surfaces(Outer surface) - Priming one coat with outer surface primer of approved quality oil-bound primer over plastering surfaces including cost conveyance, taxes of all materials, labor and T&P required for the work complete as per direction of the Engineer-in-charge. 222.3896 Sqm - - - - - - - - - - 0.084 18.6807264 - - - - - -
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 22.16 Sqm - - - - - - - - - - - - 0.00267 0.0591672 0.000614 0.01360624 - -
7 Painting(AR0920) :.Finishing wall two coats with plastic emulsion paint of approved shades on new work (Inside) - Finishing wall two coats with plastic emulsion paint of approved shades on new work to give an even shade including all costs of labor, Paint and Brushes required for the work, etc. complete and as per direction of the Engineer-in-charge.(Inside) 222.3896 Sqm - - - - - - - - - - - - - - - - 0.125 27.7987
8 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 8.022 Cum - - - - - - - - - - - - - - - - - -
Total Qty 6.622 34.57295324 6.4807176 6.411552 4.22352 18.6807264 0.0591672 0.01360624 27.7987
Rate Per Unit 40.25 0 40.25 149.5 149.5 0 0 0 0
Total Amount 266.5355 0 260.8488834 958.527024 631.41624 0 0 0 0
Total Royalty Amount (in Rs.): 2117.3276474
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Display Citizen Board @ Rs. 500 Rs. 500
2 Contingency @ 1% Rs. 1321.615667962
3 Any Other Lumpsum @ Rs. 65000 Rs. 65000
Total Addition Component Amount (in Rs.): 66821.615667962
DEDUCTION COMPONENT
Sl.No. Item Name Amount (in Rs.)
1 Labour Cess @ 1% Rs. 1989.8318246416
2 Empty Gunny Bag (Cement x Gunny Bag Rate : 0 x 3.945) @ 280.095 Rs. 280.095
3 DMF @ Rs. 184.1154476 Rs. 184.1154476
4 EMF @ Rs. 92.0577238 Rs. 92.0577238
5 Royalty @ Rs. 1841.154476 Rs. 1841.154476
6 Contingency @ 1% Rs. 1989.8318246416
Total Deduction Component Amount (in Rs.): 6377.0862966832
Total Net Amount (in Rs.): 192606.09616748