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| 1 | Hand picking, collecting and stacking the 40mm metal spread in the switch yard at a convenient place in heaps for measurements as per direction of department officers at site.(Up to 50m) |
| 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 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 4 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges: In cement mortar |
| 5 | Cutting Y Angles at required height as per the direction of the departmental officer. |
| 6 | 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. In cement mortar |
| 7 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of Soil |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and additional lift up to 1.5 m, (lift from 1.50m to 3.0m) disposed earth to be levelled and neatly dressed. |
| 11 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms,lift upto 3 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. |
| 12 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m over initial lift (1.50m to 3.00m), including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock |
| 13 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 3 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Hard rock (blasting prohibited) |
| 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 stone aggregate 40 nominal size) |
| 15 | DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site |
| 16 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 18 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 20 | Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,girders bressumers and cantilevers |
| 21 | Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 22 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 23 | 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 : 4 graded stone aggregate 20 mm nominal size) |
| 24 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 25 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). |
| 26 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinthand string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 27 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position andbinding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 28 | Fixing in position 90lbs rails and MS angles 50*50*5 mm to the foundation of transformer plinth in correct line and levels as directed by the departmental officers at site. (rails are supplied by departmentaly) |
| 29 | Stub setting or fixing foundation bolts in position in correct line and levels for columns by using the templates supplied departmentally and taking back the templates after setting etc., complete as directed by the departmental officers at site. |
| 30 | Stub setting or fixing foundation bolts in position in correct line and levels for 110kV circuit breaker by using the templates supplied departmentally and taking back the templates after setting etc., complete as directed by the departmental officers at site. |
| 31 | Stub setting or fixing foundation bolts in position in correct line and levels for 110kV CT/CVT/LA/PT by using the templates supplied departmentally and taking back the templates after setting etc., complete as directed by the departmental officers at site. |
| 32 | Stub setting or fixing foundation bolts in position in correct line and levels for 110kv isolator by using the templates supplied departmentally and taking back the templates after setting etc., complete as directed by the departmental officers at site. Hire charges for tools, Jack etc. LS |
| 33 | Setting to correct levels and lines foundation bolt of stubs for 33 KV LA, PT,NCT as per drawings and directions . |
| 34 | Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 ( 1 cement : 6 coarse sand) Above plinth level and upto floor V level |
| 35 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 36 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 37 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works(using department materials) |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 39 | 12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) |
| 40 | Conveyance of earth from yard to stack place for 50m to 100m and stacking carefully as per direction of department officers. |
| 41 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire |
| 42 | Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 43 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 44 | 4.1.A.1 Construction of granular sub-base by providing graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibartory powder roller to achieve the desired density, complete as per clause 401 Grading-I- Plant Mix Method |
| 45 | Providing and fixing expansion hold fasteners on C.C./R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm |
| 46 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade New work |
| 47 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil |
| 48 | Supplying and laying tarpaulin sheet of thickness 150GSM of approved make and quality over levelled surface including cost of tarpaulin sheet, wastage overlaps, conveyance and labour charges ect. Complete. |
| 49 | Supply and stacking Stone Aggregate (Single size) : 20 mm nominal size |
| 50 | Spreading 40 mm/20mm metal in the yard upto a thickness of and 15 cm respectively |
| 51 | Conveyance of Earth by Mechanical Transport including loading,unloading and stacking up to 1Km Please Enable Macros to View BoQ information |
