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| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalentdesign mix) |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 1:6 (1 cement : 6 coarse sand) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 6 | Centering and shuttering including structting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete work |
| 7 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead |
| 8 | Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @3.84kg/10 sqm.) Make : JK/JP/Birla or equivalent |
| 9 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. Make : Asian/ Nerolac/ Berger or equivalent |
| 10 | 15mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) |
| 11 | Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,gates and similar work |
| 12 | Providing & fixing of GI barbed wire at top edge of some portion of exsiting boundary wall. Weight of barbed wire should not be less than 94 gm/mtr. |
| 13 | Providing & fixing of GI barbed wire in loop on top edge of some portion of exsiting boundary wall. |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) |
| 15 | Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeansinfoundationtrenchesordrains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out theexcavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m. All kind of soil |
| 16 | Carriage of earth by mechanical transport including loading, unloading and stacking upto 2.00 km |
| 17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering, lead up to 150 m and lift up to 1.5 m |
| 18 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo mecahnically treated barsFe 500 |
