State: Odisha District: Khordha Block: Balianta Gram Panchayat: Jhinti Sasan
Work Code: OD/362/3456/119542/407665/00061609 (PRESERVATION & DEVELOPMENT OF BRAMHANSUANLO POKHARI ,JHITISASAN GP)
Project Category: Water Body
Financial Year: 2022-23 Execution Level: ps
Executing Agency: Panchayat Samiti, Balianta Proposal Date: 22-11-2022
Date of Commencement: 06-11-2025 Date of Completion: 02-12-2025
Scheme Name: 5th SFC Grant in Aid Scheme Component Name: Preservation and Development of Water Bodies
Project Sub-Category: Tank Project Type: New Work
Name of Executant: RANJIT BALABANTARAY
Administrative Approval Details
Approval No.: OD/362/3456/119542/407665/00061609/AS
Technical Sanction Details
Technical Sanction No.: OD/362/3456/119542/407665/00061609/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 663375
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 10.62675 240.77592 2558.66550786
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 3.996 685.560932 2739.501484272
3 Special items for irrigation works (AR0201) : Excavation of any approved type of soil in an approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within an initial lead of 1km - Excavation of any approved type of soil in an approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within an initial lead of 1km on a properly prepared and scientifically approved surface including spreading and leveling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area, etc. complete as per the direction of Engineer-in charge. (measurement of the fill to be taken on the finished compacted section under OMC condition). Cum 9916.17 56.56 560858.5752
4 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 12.28325 6014.4315775 73876.766674327
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 1.49825 7442.3319045 11150.473775917
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 16.06 216.23489289764 3472.7323799361
Total Amount (in Rs.): 654656.71502231
LABOUR STATEMENT
Sl.No. Activity Name Quantity (A) Unit Un-Skilled Skilled Semi-Skilled
462 562 512
Qty/Unit (B) Total Qty (A*B) Qty/Unit (B) Total Qty (A*B) Qty/Unit (B) Total Qty (A*B)
1 Earth Work (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 10.62675 Cubic Meter 0.516 5.483403 - - - -
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. 3.996 Cubic Meter 0.1236 0.4939056 - - - -
4 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. 12.28325 Cubic Meter 3.9 47.904675 - - 0.18 2.210985
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. 1.49825 Cubic Meter 4.6 6.89195 - - 0.68 1.01881
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 16.06 Square Meter - - 0.05 0.803 0.05 0.803
Total Qty 60.7739336 4.032795 0.803
Rate Per Man Day 462 562 512
Total Amount 28077.5573232 2266.43079 411.136
Total Labour Amount (in Rs.): 30755.1241132
MATERIAL STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRMMR0101 BRMMR0103 BRMMR0060 BRMMR0106 BRM340 BRM028 BRM044 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) 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 10.62675 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. 3.996 Cum 1 3.996 - - - - - - - - - - - - - - - - - - - -
3 Special items for irrigation works(AR0201) :.Excavation of any approved type of soil in an approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within an initial lead of 1km - Excavation of any approved type of soil in an approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within an initial lead of 1km on a properly prepared and scientifically approved surface including spreading and leveling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area, etc. complete as per the direction of Engineer-in charge. (measurement of the fill to be taken on the finished compacted section under OMC condition). 9916.17 Cum - - 1 9916.17 1 9916.17 1 9916.17 1 9916.17 - - - - - - - - - - - -
4 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. 12.28325 Cum - - - - - - - - - - 2.29 28.1286425 0.48 5.89596 0.96 11.79192 - - - - - -
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. 1.49825 Cum - - - - - - - - - - 3.23 4.8393475 0.45 0.6742125 - - 0.9 1.348425 - - - -
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 16.06 Sqm - - - - - - - - - - - - - - - - - - 0.00267 0.0428802 0.126 2.02356
Total Qty 3.996 9916.17 9916.17 9916.17 9916.17 32.96799 6.5701725 11.79192 1.348425 0.0428802 2.02356
Rate Per Unit 475.42 21.51 28.99 1.5 4 569.387 481.81 1995.16 2372.62 58573.086 229.106
Total Amount 1899.77832 213296.8167 287469.7683 14874.255 39664.68 18771.54492213 3165.574812225 23526.7671072 3199.3001235 2511.6256422972 463.60973736
Total Material Amount (in Rs.): 608843.72066471
ROYALTY STATEMENT
Sl.No. Activity Name Quantity (A) Unit BRM029 BRM340 BRM028 BRM044 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 (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 10.62675 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. 3.996 Cum 1 3.996 - - - - - - - - - - - -
3 Special items for irrigation works(AR0201) :.Excavation of any approved type of soil in an approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within an initial lead of 1km - Excavation of any approved type of soil in an approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within an initial lead of 1km on a properly prepared and scientifically approved surface including spreading and leveling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area, etc. complete as per the direction of Engineer-in charge. (measurement of the fill to be taken on the finished compacted section under OMC condition). 9916.17 Cum - - - - - - - - - - - - - -
4 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. 12.28325 Cum - - 2.29 28.1286425 0.48 5.89596 0.96 11.79192 - - - - - -
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. 1.49825 Cum - - 3.23 4.8393475 0.45 0.6742125 - - 0.9 1.348425 - - - -
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 16.06 Sqm - - - - - - - - - - 0.00267 0.0428802 0.000614 0.00986084
Total Qty 3.996 32.96799 6.5701725 11.79192 1.348425 0.0428802 0.00986084
Rate Per Unit 146.25 0 146.25 319.5 319.5 0 0
Total Amount 584.415 0 960.887728125 3767.51844 430.8217875 0 0
Total Royalty Amount (in Rs.): 5743.642955625
ADDITION COMPONENT
S/N Item Name Amount (in Rs.)
1 Display Citizen Board @ Rs. 2171 Rs. 2171
2 Provision for Contingency @ 1% Rs. 6546.5671502231
Total Addition Component Amount (in Rs.): 8717.5671502231
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.): 663374.28217254