| State: Odisha |
District: Rayagada |
Block: Chandrapur |
Gram Panchayat: Sarikima |
Work Code: OD/370/3548/275313/425077/00063088 (IMPROVEMENT/MAINTENANCE OF MANDAP AT SARIKIMA)
Project Category: Building
| Financial Year: 2022-23 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Chandrapur |
Proposal Date: 23-06-2023 |
| Date of Commencement: 24-02-2026 |
Date of Completion: 23-03-2026 |
| Scheme Name: 5th SFC Grant in Aid |
Scheme Component Name: Maintenance of Capital Assets |
| Project Sub-Category: Kalyan Mandap |
Project Type: Repair and Maintenance |
| Name of Executant: ARUN SAHU |
|
Administrative Approval Details
Approval No.: OD/370/3548/275313/425077/00063088/AS
Technical Sanction Details
Technical Sanction No.: OD/370/3548/275313/425077/00063088/TS
Fund Sanction No.: 11967
Fund Sanction Amount (in Rs.): 300000
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 |
11.448 |
240.77592 |
2756.40273216 |
| 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 |
31.3985 |
521.466232 |
16373.257485452 |
| 3 |
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 |
29.3534 |
6060.97666192 |
177910.272348 |
| 4 |
Masonry Brick Work (AR0603c) : Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
Cum |
1.404 |
5174.209179456 |
7264.5896879562 |
| 5 |
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 |
67.16 |
216.23489289764 |
14522.335407006 |
| 6 |
Plastering (AR1014ik) : 16mm thick cement Plaster in CM (1:6) over brick work in outside (Outside)(For repair and maintenance). - 16mm thick cement Plaster in CM (1:6) over brick work in outside 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(For repair and maintenance).
|
Sqm |
27.124 |
254.130510064 |
6893.0359549759 |
| 7 |
Other Building Items. (AR1901B) : Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only)
|
Sqm |
62.41 |
1031.9728911982 |
64405.42813968 |
| 8 |
Flooring (AR0802ii) : 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge.
|
Sqm |
4.68 |
372.2635232984 |
1742.1932890365 |
| 9 |
Painting (AR0922) : Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper 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 |
27.12 |
78.8252783 |
2137.741547496 |
| 10 |
Plastering (AR1033) : White washing two coats with stone lime in any surface - White washing two coats with stone lime in any surface including all costs of labour, coaltar and brushes required for the work etc. complete and as per direction of Engineer-in-charge.
|
Sqm |
27.12 |
35.263491870968 |
956.34589954065 |
Total Amount (in Rs.): 294961.6024913
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Un-Skilled
|
Skilled
|
Highly-Skilled
|
Semi-Skilled
|
| 462 |
562 |
612 |
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 (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
|
11.448 |
Cubic Meter |
0.516 |
5.907168 |
- |
- |
- |
- |
- |
- |
| 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.
|
31.3985 |
Cubic Meter |
0.1236 |
3.8808546 |
- |
- |
- |
- |
- |
- |
| 3 |
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.
|
29.3534 |
Cubic Meter |
3.9 |
114.47826 |
- |
- |
0.18 |
5.283612 |
- |
- |
| 4 |
Masonry Brick Work (AR0603c) : Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge.
|
1.404 |
Cubic Meter |
2.96 |
4.15584 |
- |
- |
1.05 |
1.4742 |
0.35 |
0.4914 |
| 5 |
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
|
67.16 |
Square Meter |
- |
- |
0.05 |
3.358 |
0.05 |
3.358 |
- |
- |
| 6 |
Plastering (AR1014ik) : 16mm thick cement Plaster in CM (1:6) over brick work in outside (Outside)(For repair and maintenance). - 16mm thick cement Plaster in CM (1:6) over brick work in outside 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(For repair and maintenance).
|
27.124 |
Square Meter |
0.2448 |
6.6399552 |
- |
- |
0.1632 |
4.4266368 |
- |
- |
| 7 |
Other Building Items. (AR1901B) : Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only)
|
62.41 |
Square Meter |
0.216 |
13.48056 |
- |
- |
- |
- |
0.216 |
13.48056 |
| 8 |
Flooring (AR0802ii) : 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge.
|
4.68 |
Square Meter |
0.36 |
1.6848 |
- |
- |
- |
- |
0.13 |
0.6084 |
| 9 |
Painting (AR0922) : Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper 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)
|
27.12 |
Square Meter |
0.062 |
1.68144 |
- |
- |
- |
- |
0.052 |
1.41024 |
| 10 |
Plastering (AR1033) : White washing two coats with stone lime in any surface - White washing two coats with stone lime in any surface including all costs of labour, coaltar and brushes required for the work etc. complete and as per direction of Engineer-in-charge.
|
27.12 |
Square Meter |
0.0080645161290323 |
0.21870967741935 |
- |
- |
0.010752688172043 |
0.29161290322581 |
- |
- |
| Total Qty |
152.12758747742 |
14.834061703226 |
15.9906 |
3.358 |
| Rate Per Man Day |
462 |
562 |
612 |
512 |
| Total Amount |
70282.945414568 |
8336.7426772129 |
9786.2472 |
1719.296 |
Total Labour Amount (in Rs.): 90125.231291781
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM006 |
BRM104 |
BRM092 |
BRM174 |
BRM131 |
BRM057 |
BRM142 |
BRM031 |
| 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) |
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 |
11.448 |
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. |
31.3985 |
Cum |
1 |
31.3985 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
29.3534 |
Cum |
- |
- |
2.29 |
67.219286 |
0.48 |
14.089632 |
0.96 |
28.179264 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Masonry Brick Work (AR0603c) :.Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
1.404 |
Cum |
- |
- |
0.672 |
0.943488 |
0.28 |
0.39312 |
- |
- |
400 |
561.6 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
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 |
67.16 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.1793172 |
0.126 |
8.46216 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
Plastering (AR1014ik) :.16mm thick cement Plaster in CM (1:6) over brick work in outside (Outside)(For repair and maintenance). - 16mm thick cement Plaster in CM (1:6) over brick work in outside 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(For repair and maintenance). |
27.124 |
Sqm |
- |
- |
0.043 |
1.166332 |
0.018 |
0.488232 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 7 |
Other Building Items. (AR1901B) :.Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only) |
62.41 |
Sqm |
- |
- |
0.1074 |
6.702834 |
0.021 |
1.31061 |
- |
- |
- |
- |
- |
- |
- |
- |
0.0076 |
0.474316 |
1 |
62.41 |
- |
- |
- |
- |
- |
- |
| 8 |
Flooring (AR0802ii) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. |
4.68 |
Sqm |
- |
- |
0.0858 |
0.401544 |
0.012 |
0.05616 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.023 |
0.10764 |
- |
- |
- |
- |
| 9 |
Painting(AR0922) :.Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper 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) |
27.12 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.25 |
6.78 |
- |
- |
| 10 |
Plastering (AR1033) :.White washing two coats with stone lime in any surface - White washing two coats with stone lime in any surface including all costs of labour, coaltar and brushes required for the work etc. complete and as per direction of Engineer-in-charge. |
27.12 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
1.149247311828 |
31.167587096774 |
| Total Qty |
31.3985 |
76.433484 |
16.337754 |
28.179264 |
561.6 |
0.1793172 |
8.46216 |
0.474316 |
62.41 |
0.10764 |
6.78 |
31.167587096774 |
| Rate Per Unit |
347.95 |
600.692 |
808.59 |
1681.71 |
5.552492 |
58573.086 |
229.106 |
2047.912 |
679.3577791 |
1781.71 |
70.30732 |
21.88 |
| Total Amount |
10925.108075 |
45912.982370928 |
13210.54450686 |
47389.35006144 |
3118.2795072 |
10503.161776879 |
1938.73162896 |
971.357428192 |
42398.718993631 |
191.7832644 |
476.6836296 |
681.94680567742 |
Total Material Amount (in Rs.): 177718.64804877
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM006 |
BRM104 |
BRM092 |
BRM174 |
BRM131 |
BRM057 |
BRM142 |
| 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 |
11.448 |
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. |
31.3985 |
Cum |
1 |
31.3985 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
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. |
29.3534 |
Cum |
- |
- |
2.29 |
67.219286 |
0.48 |
14.089632 |
0.96 |
28.179264 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Masonry Brick Work (AR0603c) :.Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (23cm x 11cm x 8cm) in cement mortar (1:6) in foundation and plinth having crushing strength not less than 75.00 Kg/cm2 with dimensional tolerance ±8 percent immersing the bricks in water not less than six hours with cost conveyance, royalty, taxes of all materials, labor, and T&P required for the work, etc. complete and as per direction of Engineer-in-charge. |
1.404 |
Cum |
- |
- |
0.672 |
0.943488 |
0.28 |
0.39312 |
- |
- |
400 |
561.6 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
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 |
67.16 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.1793172 |
0.000614 |
0.04123624 |
- |
- |
- |
- |
- |
- |
- |
- |
| 6 |
Plastering (AR1014ik) :.16mm thick cement Plaster in CM (1:6) over brick work in outside (Outside)(For repair and maintenance). - 16mm thick cement Plaster in CM (1:6) over brick work in outside 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(For repair and maintenance). |
27.124 |
Sqm |
- |
- |
0.043 |
1.166332 |
0.018 |
0.488232 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 7 |
Other Building Items. (AR1901B) :.Vitrified Tile 600mmx600mm Plain Ivory - Supplying, fitting & fixing Vitrified Tile 600mmx600mm Plain Ivory in floors of size 600mm x 600 mm of approved make conforming IS:13755 laid on 20 mm thick cement mortar(1:4)and filling joints with white cement of approved quality including cost of all materials, taxes, labour, T&P , etc. required for the work all complete as per direction of Engineer-in-charge(for new work only) |
62.41 |
Sqm |
- |
- |
0.1074 |
6.702834 |
0.021 |
1.31061 |
- |
- |
- |
- |
- |
- |
- |
- |
0.0076 |
0.474316 |
1 |
62.41 |
- |
- |
- |
- |
| 8 |
Flooring (AR0802ii) :.2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips - 2.5 cm thick A.S. flooring in C.C (1:2:4) with 12 mm size HG Hand broken chips including punning incl. cost, conveyance & royalty of materials as per direction of Engineer-in-charge. |
4.68 |
Sqm |
- |
- |
0.0858 |
0.401544 |
0.012 |
0.05616 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.023 |
0.10764 |
- |
- |
| 9 |
Painting(AR0922) :.Finishing wall two coats with distemper of approved shades on new work (Inside) - Finishing wall two coats with distemper 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) |
27.12 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.25 |
6.78 |
| 10 |
Plastering (AR1033) :.White washing two coats with stone lime in any surface - White washing two coats with stone lime in any surface including all costs of labour, coaltar and brushes required for the work etc. complete and as per direction of Engineer-in-charge. |
27.12 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
31.3985 |
76.433484 |
16.337754 |
28.179264 |
561.6 |
0.1793172 |
0.04123624 |
0.474316 |
62.41 |
0.10764 |
6.78 |
| Rate Per Unit |
111.25 |
0 |
111.25 |
449.5 |
0 |
0 |
0 |
0 |
0 |
449.5 |
0 |
| Total Amount |
3493.083125 |
0 |
1817.5751325 |
12666.579168 |
0 |
0 |
0 |
0 |
0 |
48.38418 |
0 |
Total Royalty Amount (in Rs.): 18025.6216055
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Provision for Contingency @
1%
|
Rs. 2949.616024913 |
| 2 |
Display Citizen Board @
Rs. 2080
|
Rs. 2080 |
Total Addition Component Amount (in Rs.): 5029.616024913
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.): 299991.21851622
