| State: Odisha |
District: Balasore |
Block: Basta |
Gram Panchayat: Natakata |
Work Code: OD/346/3301/116130/392348/00064184 (IMPROVEMENT OF ROAD FROM BASANTAPUR CHHAK ROAD ADIVASI SAHI TO RABINDRA DEY HOUSE WITH GUARDWALL)
Project Category: Road
| Financial Year: 2022-23 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Basta |
Proposal Date: 08-06-2021 |
| Date of Commencement: 17-02-2026 |
Date of Completion: - |
| Scheme Name: 5th SFC Grant in Aid |
Scheme Component Name: All Weather Connectivity |
| Project Sub-Category: CC Road |
Project Type: Upgradation or Improvement |
| Name of Executant: BHAGYALAXMI MOHANTA |
|
Administrative Approval Details
Approval No.: OD/346/3301/116130/392348/00064184/AS
Technical Sanction Details
Technical Sanction No.: OD/346/3301/116130/392348/00064184/TS
Fund Sanction No.: 9122
Fund Sanction Amount (in Rs.): 254824
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
Road Work (AR1307) : Supplying & spreading moorum and consolidation with HRR - Supplying & spreading moorum and consolidation with HRR including cost, conveyance, royalty, taxes cost of all labour & material, hire charges of T & P materials required for work as per specification and complete as per direction of Engineer-in-Charge.
|
Cum |
83.36359732 |
1799.0078086784 |
149971.7625382 |
| 2 |
Special items for irrigation works (AR0216) : Excavation, loading, unloading, and carriage by mechanical means of all kinds of soil, including stoney earth, gravel, and moorum etc interspread with boulders upto 1/2 cum within an initial lead of 1km from the place of excavation. - Excavation, loading, unloading, and carriage by mechanical means of all kinds of soil, including stoney earth, gravel, and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete. Per 1 cum.
|
Cum |
497.809344 |
67.165 |
33435.36458976 |
| 3 |
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 |
8.1552384 |
240.77592 |
1963.5850285793 |
| 4 |
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 |
1.345614336 |
1151.302232 |
1549.208788448 |
| 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 |
8.576592384 |
6722.51104126 |
57656.236997826 |
| 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 |
23.72371008 |
216.23489289764 |
5129.8939082835 |
Total Amount (in Rs.): 249706.0518511
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 |
Road Work (AR1307) : Supplying & spreading moorum and consolidation with HRR - Supplying & spreading moorum and consolidation with HRR including cost, conveyance, royalty, taxes cost of all labour & material, hire charges of T & P materials required for work as per specification and complete as per direction of Engineer-in-Charge.
|
83.36359732 |
Cubic Meter |
1.0600706713781 |
88.371304579505 |
- |
- |
- |
- |
| 3 |
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
|
8.1552384 |
Cubic Meter |
0.516 |
4.2081030144 |
- |
- |
- |
- |
| 4 |
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.
|
1.345614336 |
Cubic Meter |
0.1236 |
0.1663179319296 |
- |
- |
- |
- |
| 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.
|
8.576592384 |
Cubic Meter |
3.9 |
33.4487102976 |
- |
- |
0.18 |
1.54378662912 |
| 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
|
23.72371008 |
Square Meter |
- |
- |
0.05 |
1.186185504 |
0.05 |
1.186185504 |
| Total Qty |
126.19443582343 |
2.72997213312 |
1.186185504 |
| Rate Per Man Day |
462 |
562 |
512 |
| Total Amount |
58301.829350427 |
1534.2443388134 |
607.326978048 |
Total Labour Amount (in Rs.): 60443.400667288
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM025 |
BRMMR0065 |
BRMMR0102 |
BRMMR0104 |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
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) |
| 1 |
Road Work (AR1307) :.Supplying & spreading moorum and consolidation with HRR - Supplying & spreading moorum and consolidation with HRR including cost, conveyance, royalty, taxes cost of all labour & material, hire charges of T & P materials required for work as per specification and complete as per direction of Engineer-in-Charge. |
83.36359732 |
Cum |
1.28 |
106.7054045696 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Special items for irrigation works(AR0216) :.Excavation, loading, unloading, and carriage by mechanical means of all kinds of soil, including stoney earth, gravel, and moorum etc interspread with boulders upto 1/2 cum within an initial lead of 1km from the place of excavation. - Excavation, loading, unloading, and carriage by mechanical means of all kinds of soil, including stoney earth, gravel, and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete. Per 1 cum. |
497.809344 |
Cum |
- |
- |
1 |
497.809344 |
1 |
497.809344 |
1 |
497.809344 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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 |
8.1552384 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
1.345614336 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
1 |
1.345614336 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
8.576592384 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
2.29 |
19.64039655936 |
0.48 |
4.11676434432 |
0.96 |
8.23352868864 |
- |
- |
- |
- |
| 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 |
23.72371008 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.0633423059136 |
0.126 |
2.98918747008 |
| Total Qty |
106.7054045696 |
497.809344 |
497.809344 |
497.809344 |
1.345614336 |
19.64039655936 |
4.11676434432 |
8.23352868864 |
0.0633423059136 |
2.98918747008 |
| Rate Per Unit |
862.69 |
1 |
25.01 |
40.49 |
738.55 |
570.467 |
743.49 |
2289.56 |
58573.086 |
229.106 |
| Total Amount |
92053.685468148 |
497.809344 |
12450.21169344 |
20156.30033856 |
993.8034678528 |
11204.198104028 |
3060.7731223585 |
18851.157944363 |
3710.1543317156 |
684.84078452015 |
Total Material Amount (in Rs.): 163662.93459899
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM025 |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
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 |
Road Work (AR1307) :.Supplying & spreading moorum and consolidation with HRR - Supplying & spreading moorum and consolidation with HRR including cost, conveyance, royalty, taxes cost of all labour & material, hire charges of T & P materials required for work as per specification and complete as per direction of Engineer-in-Charge. |
83.36359732 |
Cum |
1.28 |
106.7054045696 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Special items for irrigation works(AR0216) :.Excavation, loading, unloading, and carriage by mechanical means of all kinds of soil, including stoney earth, gravel, and moorum etc interspread with boulders upto 1/2 cum within an initial lead of 1km from the place of excavation. - Excavation, loading, unloading, and carriage by mechanical means of all kinds of soil, including stoney earth, gravel, and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete. Per 1 cum. |
497.809344 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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 |
8.1552384 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
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. |
1.345614336 |
Cum |
- |
- |
1 |
1.345614336 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 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. |
8.576592384 |
Cum |
- |
- |
- |
- |
2.29 |
19.64039655936 |
0.48 |
4.11676434432 |
0.96 |
8.23352868864 |
- |
- |
- |
- |
| 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 |
23.72371008 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.0633423059136 |
0.000614 |
0.01456635798912 |
| Total Qty |
106.7054045696 |
1.345614336 |
19.64039655936 |
4.11676434432 |
8.23352868864 |
0.0633423059136 |
0.01456635798912 |
| Rate Per Unit |
146.25 |
344.25 |
0 |
344.25 |
522.5 |
0 |
0 |
| Total Amount |
15605.665418304 |
463.227735168 |
0 |
1417.1961255322 |
4302.0187398144 |
0 |
0 |
Total Royalty Amount (in Rs.): 21788.108018819
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Provision for Contingency @
Rs. 2548
|
Rs. 2548 |
| 2 |
Display Citizen Board @
Rs. 1500
|
Rs. 1500 |
| 3 |
Any Other Lumpsum @
Rs. 1069.92
|
Rs. 1069.92 |
Total Addition Component Amount (in Rs.): 5117.92
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.): 254823.9718511