Hon'ble Chief Minister
Hon'ble Minister (PR&DW and RD)
| State: Odisha | District: Balasore | Block: Basta | Gram Panchayat: Tadada |
| Financial Year: 2020-21 | Execution Level: ps |
| Executing Agency: Panchayat Samiti, Basta | Proposal Date: 08-06-2021 |
| Date of Commencement: 19-02-2026 | Date of Completion: - |
| Scheme Name: 5th SFC Grant in Aid | Scheme Component Name: Creation of Capital Asset for Revenue Generation |
| Project Sub-Category: Market Complex | Project Type: New Work |
| Name of Executant: ASHOK KUMAR NAYAK |
| Sl.No. | Activity taken | Unit | Quantity | Unit Price (in Rs.) | Total (in Rs.) |
|---|---|---|---|---|---|
| 1 | Pile Foundation (AR1501a) : Single under reamed pile foundation 375 mm dia and 6.0 meter long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips. - Single under-reamed pile foundation with RCC M-20 using 12mm size black granite (Crusher broken) stone chips including cost of boring and including the labour charges, convenience, royalty, taxes of all materials, labour and T&P required for the work etc. but excluding the cost of M.S./Tor steel complete and as per direction of Engineer-in charge. (375mm dia and 6.0 meter long). | Nos | 25 | 8326.4535717558 | 208161.33929389 |
| 2 | Masonry Brick Work (AR0603b) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm 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 | 7.773598728 | 5390.671966568 | 41904.920742378 |
| 3 | Masonry Brick Work (AR0603bi) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure 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 | 20.16740618752 | 5424.001966568 | 109388.05082168 |
| 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 | 37.73072016 | 1151.302232 | 43439.462335175 |
| 5 | R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | Qntl | 18 | 8632.0992593 | 155377.7866674 |
| 6 | Plastering (AR1027) : 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. | Sqm | 42.0386075 | 192.1558286368 | 8077.9634588997 |
| 7 | Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | Sqm | 67.4661586 | 176.1189323252 | 11882.067820715 |
| 8 | Plastering (AR1014) : 16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (1:6) over brick 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 | 100.613949 | 251.624293842 | 25316.91386778 |
| 9 | 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 | 55.6024455 | 276.1269616736 | 15353.334337537 |
| 10 | R.C.C. Work (AR0410d) : Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm | Sqm | 49.6411944408 | 1047.3822930467 | 51993.308062982 |
| 11 | R.C.C. Work (AR0410e) : Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. Lintels Data for 7.8 sqm | Sqm | 9.56715094 | 499.15267251462 | 4775.4689600518 |
| 12 | R.C.C. Work (AR0410a) : Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height | Sqm | 55.6024455 | 662.689943368 | 36847.181459517 |
| 13 | R.C.C. Work (AR0404A) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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 and as per direction of Engineer-in charge. (excluding centring and shuttering) | Cum | 23.272188811059 | 6745.0940019502 | 156973.10116173 |
| 14 | 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 | 35.75650664 | 216.23489289764 | 7731.8043836942 |
| 15 | Flooring (AR0817aa) : Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. | Sqm | 38.276036 | 1530.768123636 | 58591.735807944 |
| Sl.No. | Activity Name | Quantity (A) | Unit | Semi-Skilled | Highly-Skilled | Un-Skilled | Skilled | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 512 | 612 | 462 | 562 | ||||||||
| 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 | Pile Foundation (AR1501a) : Single under reamed pile foundation 375 mm dia and 6.0 meter long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips. - Single under-reamed pile foundation with RCC M-20 using 12mm size black granite (Crusher broken) stone chips including cost of boring and including the labour charges, convenience, royalty, taxes of all materials, labour and T&P required for the work etc. but excluding the cost of M.S./Tor steel complete and as per direction of Engineer-in charge. (375mm dia and 6.0 meter long). | 25 | Number | 1.1733 | 29.3325 | 0.050453 | 1.261325 | 0.088 | 2.2 | 2.5 | 62.5 |
| 2 | Masonry Brick Work (AR0603b) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm 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. | 7.773598728 | Cubic Meter | 2.96 | 23.00985223488 | - | - | 1.05 | 8.1622786644 | 0.35 | 2.7207595548 |
| 3 | Masonry Brick Work (AR0603bi) : Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure 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. | 20.16740618752 | Cubic Meter | 2.96 | 59.695522315059 | - | - | 1.05 | 21.175776496896 | 0.35 | 7.058592165632 |
| 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. | 37.73072016 | Cubic Meter | 0.1236 | 4.663517011776 | - | - | - | - | - | - |
| 5 | R.C.C. Work (AR0409) : Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 18 | Quintal | 0.8 | 14.4 | 0.044 | 0.792 | - | - | 0.3 | 5.4 |
| 6 | Plastering (AR1027) : 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. | 42.0386075 | Square Meter | 0.17 | 7.146563275 | - | - | 0.14 | 5.88540505 | - | - |
| 7 | Plastering (AR1004) : 12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | 67.4661586 | Square Meter | 0.12 | 8.095939032 | - | - | 0.14 | 9.445262204 | - | - |
| 8 | Plastering (AR1014) : 16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (1:6) over brick 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. | 100.613949 | Square Meter | 0.24 | 24.14734776 | - | - | 0.16 | 16.09823184 | - | - |
| 9 | 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. | 55.6024455 | Square Meter | 0.24 | 13.34458692 | - | - | 0.16 | 8.89639128 | - | - |
| 10 | R.C.C. Work (AR0410d) : Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm | 49.6411944408 | Square Meter | - | - | 0.6547619047619 | 32.503163026714 | 0.6547619047619 | 32.503163026714 | - | - |
| 11 | R.C.C. Work (AR0410e) : Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. Lintels Data for 7.8 sqm | 9.56715094 | Square Meter | - | - | 0.16025641025641 | 1.5331972660256 | 0.16025641025641 | 1.5331972660256 | - | - |
| 12 | R.C.C. Work (AR0410a) : Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height | 55.6024455 | Square Meter | - | - | 0.30555555555556 | 16.989636125 | 0.30555555555556 | 16.989636125 | - | - |
| 13 | R.C.C. Work (AR0404A) : Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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 and as per direction of Engineer-in charge. (excluding centring and shuttering) | 23.272188811059 | Cubic Meter | 1.3333 | 31.028809341785 | 0.0573 | 1.3334964188737 | 0.1 | 2.3272188811059 | - | - |
| 14 | 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 | 35.75650664 | Square Meter | - | - | 0.05 | 1.787825332 | 0.05 | 1.787825332 | - | - |
| 15 | Flooring (AR0817aa) : Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. | 38.276036 | Square Meter | 0.325 | 12.4397117 | 0.76 | 29.08978736 | - | - | 0.325 | 12.4397117 |
| Total Qty | 85.290430528614 | 90.119063420432 | 227.3043495905 | 127.00438616614 | |||||||
| Rate Per Man Day | 512 | 612 | 462 | 562 | |||||||
| Total Amount | 43668.70043065 | 55152.866813304 | 105014.60951081 | 71376.465025372 | |||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM340 | BRM342 | BRM178 | BRM028 | BRM056 | BRM005 | BRMMR0025 | BRM029 | BRM162 | BRM341 | BRM084 | BRM104 | BRM094 | BRM060 | BRM052 | BRM092 | BRM131 | BRMMR0027 | ||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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) | 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 | Pile Foundation(AR1501a) :.Single under reamed pile foundation 375 mm dia and 6.0 meter long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips. - Single under-reamed pile foundation with RCC M-20 using 12mm size black granite (Crusher broken) stone chips including cost of boring and including the labour charges, convenience, royalty, taxes of all materials, labour and T&P required for the work etc. but excluding the cost of M.S./Tor steel complete and as per direction of Engineer-in charge. (375mm dia and 6.0 meter long). | 25 | Nos | 3.34053 | 83.51325 | 0.5 | 12.5 | 1.25 | 31.25 | 0.396 | 9.9 | 0.792 | 19.8 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2 | Masonry Brick Work (AR0603b) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm 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. | 7.773598728 | Cum | 0.672 | 5.223858345216 | - | - | - | - | 0.28 | 2.17660764384 | - | - | 350 | 2720.7595548 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3 | Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure 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. | 20.16740618752 | Cum | 0.672 | 13.552496958013 | - | - | - | - | 0.28 | 5.6468737325056 | - | - | 350 | 7058.592165632 | 1 | 20.16740618752 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 37.73072016 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 37.73072016 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 18 | Qntl | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.8 | 14.4 | 1.05 | 18.9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | Plastering (AR1027) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. | 42.0386075 | Sqm | 0.0372 | 1.563836199 | - | - | - | - | 0.0075 | 0.31528955625 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 7 | Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | 67.4661586 | Sqm | 0.0358 | 2.41528847788 | - | - | - | - | 0.015 | 1.011992379 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 8 | Plastering (AR1014) :.16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (1:6) over brick 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. | 100.613949 | Sqm | 0.043 | 4.326399807 | - | - | - | - | 0.018 | 1.811051082 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 9 | 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. | 55.6024455 | Sqm | 0.0744 | 4.1368219452 | - | - | - | - | 0.021 | 1.1676513555 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 10 | R.C.C. Work (AR0410d) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm | 49.6411944408 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.55238095238095 | 27.420850262537 | 0.0051904761904762 | 0.25766143781177 | - | - | - | - | - | - | - | - | - | - | - | - |
| 11 | R.C.C. Work (AR0410e) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. Lintels Data for 7.8 sqm | 9.56715094 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0052948717948718 | 0.050656837669487 | 0.26923076923077 | 2.5757714069231 | - | - | - | - | - | - | - | - | - | - |
| 12 | R.C.C. Work (AR0410a) :.Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height | 55.6024455 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.62222222222222 | 34.5970772 | 0.0050222222222222 | 0.2792478374 | - | - | - | - | - | - | - | - | - | - | - | - |
| 13 | R.C.C. Work (AR0404A) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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 and as per direction of Engineer-in charge. (excluding centring and shuttering) | 23.272188811059 | Cum | 3.4733 | 80.831293397451 | - | - | - | - | 0.45 | 10.472484964977 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.36 | 8.3779879719812 | 0.54 | 12.566981957972 | - | - | - | - | - | - |
| 14 | 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 | 35.75650664 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.00267 | 0.0954698727288 | - | - | - | - | - | - | 0.126 | 4.50531983664 | - | - | - | - |
| 15 | Flooring (AR0817aa) :.Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. | 38.276036 | Sqm | 0.1375 | 5.26295495 | - | - | - | - | 0.015 | 0.57414054 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 38.276036 | 1 | 38.276036 |
| Total Qty | 200.82620007976 | 12.5 | 31.25 | 33.076091254072 | 19.8 | 9779.351720432 | 20.16740618752 | 37.73072016 | 14.4 | 18.9 | 62.017927462537 | 0.68303598561006 | 2.5757714069231 | 8.3779879719812 | 12.566981957972 | 4.50531983664 | 38.276036 | 38.276036 | |||||||||||||||||||||
| Rate Per Unit | 570.467 | 450 | 337.87 | 743.49 | 2580.53 | 6.89015 | 33 | 738.55 | 90 | 6379.007 | 250.166 | 58573.086 | 240.106 | 2602.58 | 2566.2 | 229.106 | 660.6811111 | 8.5 | |||||||||||||||||||||
| Total Amount | 114564.7198809 | 5625 | 10558.4375 | 24591.74308649 | 51094.494 | 67381.200256535 | 665.52440418816 | 27866.023374168 | 1296 | 120563.2323 | 15514.776841593 | 40007.525526233 | 618.45816943067 | 21804.383936119 | 32249.389100547 | 1032.1958064932 | 25288.253992984 | 325.346306 | |||||||||||||||||||||
| Sl.No. | Activity Name | Quantity (A) | Unit | BRM340 | BRM028 | BRM056 | BRM005 | BRM029 | BRM341 | BRM084 | BRM104 | BRM094 | BRM060 | BRM052 | BRM092 | BRM131 | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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) | Qty/unit (B) | Total Qty (A*B) | ||||
| 1 | Pile Foundation(AR1501a) :.Single under reamed pile foundation 375 mm dia and 6.0 meter long with RCC M20 using 12mm size black hard granite (Crusher broken) stone chips. - Single under-reamed pile foundation with RCC M-20 using 12mm size black granite (Crusher broken) stone chips including cost of boring and including the labour charges, convenience, royalty, taxes of all materials, labour and T&P required for the work etc. but excluding the cost of M.S./Tor steel complete and as per direction of Engineer-in charge. (375mm dia and 6.0 meter long). | 25 | Nos | 3.34053 | 83.51325 | 0.396 | 9.9 | 0.792 | 19.8 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2 | Masonry Brick Work (AR0603b) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in foundation and plinth - Brickwork with Flyash Bricks of size (25cm x 12cm 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. | 7.773598728 | Cum | 0.672 | 5.223858345216 | 0.28 | 2.17660764384 | - | - | 350 | 2720.7595548 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3 | Masonry Brick Work (AR0603bi) :.Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure - Brickwork with Flyash Bricks of size (25cm x 12cm x 8cm) in cement mortar (1:6) in superstructure 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. | 20.16740618752 | Cum | 0.672 | 13.552496958013 | 0.28 | 5.6468737325056 | - | - | 350 | 7058.592165632 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 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. | 37.73072016 | Cum | - | - | - | - | - | - | - | - | 1 | 37.73072016 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5 | R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. | 18 | Qntl | - | - | - | - | - | - | - | - | - | - | 1.05 | 18.9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6 | Plastering (AR1027) :.6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces including chipping (Inside) - 6mm thick cement Plaster in CM (1:4) over R.C.C. surfaces in inside including chipping with proper level and line, curing for the proper period with cost conveyance, royalty, taxes of all materials, labor, and T & P required for the work, etc comp. and as per the direction of the Engineer-in-charge. | 42.0386075 | Sqm | 0.0372 | 1.563836199 | 0.0075 | 0.31528955625 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 7 | Plastering (AR1004) :.12mm thick cement plster (1:6) over Brick work in inside - 12mm thick cement plster (1:6) over Brick work in inside including racking out joints finishing smooth with proper plumb and line curing for proper period with cost conveyance, royality, taxes of all materials, labour and T & P required for the work etc. comp.and as per direction of Engineer-in-charge. | 67.4661586 | Sqm | 0.0358 | 2.41528847788 | 0.015 | 1.011992379 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 8 | Plastering (AR1014) :.16mm thick cement Plaster in CM (1:6) over brick work in inside. - 16mm thick cement Plaster in CM (1:6) over brick 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. | 100.613949 | Sqm | 0.043 | 4.326399807 | 0.018 | 1.811051082 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 9 | 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. | 55.6024455 | Sqm | 0.0744 | 4.1368219452 | 0.021 | 1.1676513555 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 10 | R.C.C. Work (AR0410d) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. beams, column, grider and bressmer, etc. Data for 4.2sqm | 49.6411944408 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | 0.0056666666666667 | 0.2813001018312 | 0.0051904761904762 | 0.25766143781177 | - | - | - | - | - | - | - | - | - | - |
| 11 | R.C.C. Work (AR0410e) :.Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting - 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. Lintels Data for 7.8 sqm | 9.56715094 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.0052948717948718 | 0.050656837669487 | 0.0035384615384615 | 0.033852995633846 | - | - | - | - | - | - | - | - |
| 12 | R.C.C. Work (AR0410a) :.Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - 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. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height | 55.6024455 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | 0.0076666666666667 | 0.4262854155 | 0.0050222222222222 | 0.2792478374 | - | - | - | - | - | - | - | - | - | - |
| 13 | R.C.C. Work (AR0404A) :.Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite chips - Reinforced cement concrete work of M-20 grade with 20mm & down grade size black hard crusher broken granite 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 and as per direction of Engineer-in charge. (excluding centring and shuttering) | 23.272188811059 | Cum | 3.4733 | 80.831293397451 | 0.45 | 10.472484964977 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.36 | 8.3779879719812 | 0.54 | 12.566981957972 | - | - | - | - |
| 14 | 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 | 35.75650664 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 0.00267 | 0.0954698727288 | - | - | - | - | - | - | 0.000614 | 0.02195449507696 | - | - |
| 15 | Flooring (AR0817aa) :.Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) - Fixing Vitrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm plain (Ivory) in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the Vitrified tiles including rubbing and polishing complete including cost of precast tiles. | 38.276036 | Sqm | 0.1375 | 5.26295495 | 0.015 | 0.57414054 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 1 | 38.276036 |
| Total Qty | 200.82620007976 | 33.076091254072 | 19.8 | 9779.351720432 | 37.73072016 | 18.9 | 0.7075855173312 | 0.68303598561006 | 0.033852995633846 | 8.3779879719812 | 12.566981957972 | 0.02195449507696 | 38.276036 | ||||||||||||||||
| Rate Per Unit | 0 | 344.25 | 522.5 | 0 | 344.25 | 0 | 0 | 0 | 0 | 522.5 | 522.5 | 0 | 0 | ||||||||||||||||
| Total Amount | 0 | 11386.444414214 | 10345.5 | 0 | 12988.80041508 | 0 | 0 | 0 | 0 | 4377.4987153602 | 6566.2480730403 | 0 | 0 | ||||||||||||||||
| S/N | Item Name | Amount (in Rs.) |
|---|---|---|
| 1 | Provision for EI Work @ Rs. 8000 | Rs. 8000 |
| 2 | Provision for Contingency @ Rs. 10000 | Rs. 10000 |
| 3 | Display Citizen Board @ Rs. 2000 | Rs. 2000 |
| 4 | Any Other Lumpsum @ Rs. 44185.55 | Rs. 44185.55 |
| Sl.No. | Item Name | Amount (in Rs.) | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| No data to display. | |||||||||||||||||||
