Print PDF
State: Odisha District: Koraput Block: Bandhugaon Gram Panchayat: Kumbhariput
Work Code: OD/363/3466/119711/428733/00047825 (Construction of CC Road at ST Street RD Road to Trinath Temple Giringikhal)
Project Category: Road
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Bandhugaon Proposal Date: 08-06-2021
Date of Commencement: 08-08-2025 Date of Completion: -
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Maintenance and improvement of Road infrastructure
Project Sub-Category: CC Road Project Type: New Work
Name of Executant: Manoj Kumar Sahoo
Administrative Approval Details
Approval No.: OD/363/3466/119711/428733/00047825/AS
Technical Sanction Details
Technical Sanction No.: OD/363/3466/119711/428733/00047825/TS
Fund Sanction No.: 9114
Fund Sanction Amount (in Rs.): 420000
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 45.6413 240.77592 10989.325997496
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 24.0092 761.543232 18284.043765734
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 42.382 216.23489289764 9164.4672307878
4 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 20.7 7658.30008532 158526.81176612
5 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 37.122 5786.13146636 214792.77229422
Total Amount (in Rs.): 411757.42105436
LABOUR STATEMENT
Sl.No. Activity Name Quantity (A) Unit Un-Skilled Semi-Skilled Skilled
462 512 562
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 45.6413 Cubic Meter 0.516 23.5509108 - - - -
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. 24.0092 Cubic Meter 0.1236 2.96753712 - - - -
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 42.382 Square Meter - - 0.05 2.1191 0.05 2.1191
4 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. 20.7 Cubic Meter 4.6 95.22 - - 0.68 14.076
5 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. 37.122 Cubic Meter 3.9 144.7758 - - 0.18 6.68196
Total Qty 266.51424792 2.1191 22.87706
Rate Per Man Day 462 512 562
Total Amount 123129.58253904 1084.9792 12856.90772
Total Labour Amount (in Rs.): 137071.46945904
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM104 BRM092 BRM340 BRM028 BRM056 BRM044
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 45.6413 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. 24.0092 Cum 1 24.0092 - - - - - - - - - - - -
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 42.382 Sqm - - 0.00267 0.11315994 0.126 5.340132 - - - - - - - -
4 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. 20.7 Cum - - - - - - 3.23 66.861 0.45 9.315 0.9 18.63 - -
5 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. 37.122 Cum - - - - - - 2.29 85.00938 0.48 17.81856 - - 0.96 35.63712
Total Qty 24.0092 0.11315994 5.340132 151.87038 27.13356 18.63 35.63712
Rate Per Unit 608.35 58573.086 229.106 611.002 742.47 2128.33 1401.46
Total Amount 14605.99682 6628.1268973748 1223.456281992 92793.10592076 20145.8542932 39650.7879 49943.9981952
Total Material Amount (in Rs.): 224991.32630853
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM104 BRM092 BRM340 BRM028 BRM056 BRM044
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 45.6413 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. 24.0092 Cum 1 24.0092 - - - - - - - - - - - -
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 42.382 Sqm - - 0.00267 0.11315994 0.000614 0.026022548 - - - - - - - -
4 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. 20.7 Cum - - - - - - 3.23 66.861 0.45 9.315 0.9 18.63 - -
5 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. 37.122 Cum - - - - - - 2.29 85.00938 0.48 17.81856 - - 0.96 35.63712
Total Qty 24.0092 0.11315994 0.026022548 151.87038 27.13356 18.63 35.63712
Rate Per Unit 88.55 0 0 0 88.55 331.2 331.2
Total Amount 2126.01466 0 0 0 2402.676738 6170.256 11803.014144
Total Royalty Amount (in Rs.): 22501.961542
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Provision for Contingency @ Rs. 1542.57 Rs. 1542.57
2 Display Citizen Board @ Rs. 2500 Rs. 2500
3 Any Other Lumpsum @ Rs. 4200 Rs. 4200
Total Addition Component Amount (in Rs.): 8242.57
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.): 419999.99105436
© 2023 Panchayati Raj Project Management System, All Rights Reserved.
Privacy Policy | User Manual | FAQ | SOP | Download Mobile App