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| 1 | SWR |
| 2 | Earth work in excavation in foundation trenches in ordinary soil(Loam,Clay or Sand) including laft upto 1.50 M and lead up to 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation trenches ot into the plinth and rewmoval and disposal of surplus Earth as directed by the engineer-in-charge up to a distance of 30m from the foundation trenches. |
| 3 | Earth filling under floor |
| 4 | Local sand filling |
| 5 | Cement Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M. & cement in proportion of 10:5:1 in foundation & under floors including supply of all materials. labour. Tools & plants etc. required for proper completion of the work |
| 6 | M-150 Brick work in 1:6 ( one cement& six coarse sand) mortar in foundation & plinth including supply of allmaterials, labour, Tools & plants etc. Required for proper completion of the work |
| 7 | M-150 Brick work in 1:6 ( one cement& six coarse sand) mortar in Super Structure including supply of allmaterials, labour, Tools & plants etc. Required for proper completion of the work(One Brick Thick) |
| 8 | M-150 Brick work in 1: 4( one cement& four coarse sand) mortar in Super Structure including supply of allmaterials, labour, Tools & plants etc. Required for proper completion of the work(Half brick thick) |
| 9 | Providing & Laying in position of specified grade of reinforced cement concrete with 1:1.5:3 Cement , Coarse Sand and stone gritt 20mm nominal size including the cost of centering shuttering finishing and excluding reinforcement . |
| 10 | Providing & Laying in position of specified grade of reinforced cement concrete with 1:1.5:3 Cement , Coarse Sand and stone gritt 20mm nominal size including the cost of centering shuttering finishing and excluding reinforcement .PLINTH BEAM |
| 11 | Providing & Laying in position of specified grade of reinforced cement concrete with 1:1.5:3 Cement , Coarse Sand and stone gritt 20mm nominal size including the cost of centering shuttering finishing and excluding reinforcement .LIGHTERBEAM |
| 12 | Providing & Laying in position of specified grade of reinforced cement concrete with 1:1.5:3 Cement , Coarse Sand and stone gritt 20mm nominal size including the cost of centering shuttering finishing and excluding reinforcement .COLUMN |
| 13 | Providing & Laying in position of specified grade of reinforced cement concrete with 1:1.5:3 Cement , Coarse Sand and stone gritt 20mm nominal size including the cost of centering shuttering finishing and excluding reinforcement .LINTELS |
| 14 | Providing & Laying in position of specified grade of reinforced cement concrete with 1:1.5:3 Cement , Coarse Sand and stone gritt 20mm nominal size including the cost of centering shuttering finishing and excluding reinforcement .SLAB |
| 15 | M.S. (tor steel or plain) in plain work such as R.C.C. Or R.B. Work including bending for proper shape & including supply of steel & its wastage, bend, hooks and authorised overlaping shall be measured and including cost of binding wire 16 mm dia bar used (8mm to 12 mm) |
| 16 | 12 mm plaster 1:6 cement & coarse sand on brick work with cement mortar.SI No584 (SOR 2022) (INTERNAL PLASTER) |
| 17 | 12 mm plaster 1:6 cement & coarse sand on brick work with cement mortar.SI No584 (SOR 2022) (EXTERNALPLASTER) |
| 18 | Plaster work 1:4 |
| 19 | Plaster work 1:4 |
| 20 | Neat Cement Punning page 55 |
| 21 | CC 1:2:4 |
| 22 | MS Iron work Heavy size |
| 23 | TMT Steel in RCC |
| 24 | MS Iron work Heavy section |
| 25 | Concreting in Cable Trench |
| 26 | P/F in Position Collapse steel shutter |
| 27 | P/F in 1mm thick MS Door |
| 28 | Mahavir Section |
| 29 | Mahavir Section |
| 30 | Applying Birla Putty Inner |
| 31 | Applying Birla Putty Outer |
| 32 | Painting Acrylic emulsion paint inner |
| 33 | Apex painting two coat |
| 34 | Painting or varnishing on new iron work in small areas or new wood work |
| 35 | 19mm thick kota stone flooring |
| 36 | S/L 8mm tile floor in toilet |
| 37 | S/L 6mm wall tilein toilet |
| 38 | 4.00 cm thick CC |
| 39 | Plaster work 1:4 |
| 40 | 3mm thick neat cement finish |
| 41 | 3mm thick neat cement finish |
| 42 | S/F india marka Handpump |
| 43 | S/F 1 HP Submersible pump |
| 44 | S/F electric control panel |
| 45 | S/F 32mm column pipe |
| 46 | S/F Submersible Cable |
| 47 | S/F Steel wire rope |
| 48 | T/I Testing Machine |
| 49 | Developing of tubewell by compressor |
| 50 | S/F 110mm dia PVC pipe |
| 51 | S/F 25mm dia CPVC pipe |
| 52 | S/F 20mm dia CPVC pipe |
| 53 | S/F 15mm dia CPVC pipe |
| 54 | S/F 25mm dia non return valve |
| 55 | S/F Water Storage tank |
| 56 | S/F half turn gate valve |
| 57 | S/F of nahani trap |
| 58 | S/F of WC Orrisa pattern |
| 59 | S/F PVC Cisten |
| 60 | S/F Urinal Basin |
| 61 | S/F wash hand basin |
| 62 | S/F Pillar cock |
| 63 | S/F of bib cock |
| 64 | S/F of angle valve |
| 65 | S/F of connection pipe |
| 66 | S/F of waste pipe |
| 67 | ELECTRICAL WORKS |
| 68 | Wiring point for light |
| 69 | Wiring point for plug |
| 70 | Wiring point for fan |
| 71 | S/F of hexagonal fan box |
| 72 | S/F of power plug |
| 73 | S/F of Ceiling Fan |
| 74 | S/F of Exhaust Point |
| 75 | S/F of Exhaust Fan |
| 76 | S/F of Holder |
| 77 | S/F of LED bulb |
| 78 | S/F of LED Tubelight |
| 79 | S/F of LED Street light |
| 80 | S/W of Submain 2.5 Sqmm |
| 81 | S/W of Submain 4.0 Sqmm |
| 82 | S/F 6 to 32 amp MCB |
| 83 | S/F of SP Isolator |
| 84 | S/F of TP Isolator |
| 85 | S/B of GI Earthing |
| 86 | BOUNDARY WALL |
| 87 | Earth work in excavation in foundation trenches in ordinary soil(Loam,Clay or Sand) including laft upto 1.50 M and lead up to 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation trenches ot into the plinth and rewmoval and disposal of surplus Earth as directed by the engineer-in-charge up to a distance of 30m from the foundation trenches. |
| 88 | Cement Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M |
| 89 | M.S. (tor steel or plain) in plain work such as R.C.C. Or R.B. Work including bending for proper shape & including supply of steel & its wastage, bend, hooks and authorised overlaping shall be measured and including cost of binding wire 16 mm dia bar used (8mm to 12 mm) |
| 90 | RCC 1:1.5:3 in Raft |
| 91 | RCC 1:1.5:3 in Column |
| 92 | RCC 1:1.5:3 in Plinth |
| 93 | First Class Brickwork 1:6 in Foundation |
| 94 | First Class Brickwork 1:6 in S/S |
| 95 | Cement concrete 1:2:4 |
| 96 | 12mm thick plaster in fare surface |
| 97 | 12mm thick plaster in rough Face |
| 98 | Making of groove section |
| 99 | Mild Steel work angle 45x45x5 |
| 100 | P/F of barbed wire fencing |
| 101 | Applying Birla Putty New surface |
| 102 | Painting two coat apex |
| 103 | MS Iron work Heavy size |
| 104 | Painting on angle |
| 105 | INTERLOCKING ROAD |
| 106 | Earth work in excavation in foundation trenches in ordinary soil(Loam,Clay or Sand) including laft upto 1.50 M and lead up to 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation trenches ot into the plinth and rewmoval and disposal of surplus Earth as directed by the engineer-in-charge up to a distance of 30m from the foundation trenches. |
| 107 | Earth filling |
| 108 | Cement Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M. & cement in proportion of 10:5:1 in foundation & under floors including supply of all materials. labour. Tools & plants etc. required for proper completion of the work |
| 109 | First Class Brickwork 1:6 in Foundation |
| 110 | S/L of 80mm thick Interlocking |
| 111 | HARVESTING |
| 112 | Earth work in excavation in foundation . |
| 113 | P/F of Gravels 40-63 mm |
| 114 | P/F of Gravels 25-50 mm |
| 115 | P/F of Gravels 10-25 mm |
| 116 | P/F of Coarse sand filling |
| 117 | P/F of Nylon Mesh |
| 118 | First Class Brickwork 1:6 in Foundation |
| 119 | MS iron in plain work |
| 120 | Precast RCC Chamber 1:1.5:3 |
| 121 | 12mm thick plaster in 1:4 |
| 122 | 12mm thick plaster in rough Face |
| 123 | First class Dry Brick Laid |
| 124 | Boring/Drilling of 150mm dia bore |
| 125 | P/F of PVC Ball Plug |
| 126 | P/F of PVC Cowel |
| 127 | Providing of 110mm dia PVC casting pipe |
| 128 | Providing of 110mm dia PVC pipe |
| 129 | Lowering of tube well assembly |
| 130 | Engaging of labour |
| 131 | CHAMBER |
| 132 | Earth work in excavation in foundation . |
| 133 | Concrete with 40mm gauge brick ballast 1:6:12 |
| 134 | First Class Brickwork 1:6 in Foundation |
| 135 | MS iron in plain work |
| 136 | Precast RCC Chamber 1:1.5:3 |
| 137 | 12mm thick plaster in 1:4 |
| 138 | 12mm thick plaster in rough Face |
| 139 | 2.5cm thick cc floor |
| 140 | P/F of 110mm PVC SWR Pipe |
| 141 | P/F of 110mm PVC RWP |
| 142 | Engaging of labour |