| 1 | 1 | From item no 1.1 to 1.29:- Civil work for augmentation of 2x20MVA, 66/11kv Power transformer with 2x31.5 MVA, 66/11 kv Power transformer at various 220kv S/stn Sub-Station Sarita Vihar . | | | |
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| 2 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil | item no 1.1 | 400 | Cum |
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| 3 | 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | item no 1.2 | 133.33 | Cum |
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| 4 | 4 | Extra for every additional lift of 1.5 m or part thereof in. All kinds of soil. | item no 1.3 | 150 | Cum |
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| 5 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). | item no 1.4 | 15 | Cum |
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| 6 | 6 | 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 mm nominal size). | item no 1.5 | 10 | Cum |
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| 7 | 7 | 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 : 3 graded stone aggregate 20 mm nominal size) | item no 1.6 | 50 | Cum |
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| 8 | 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. | item no 1.7 | 250 | sqm |
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| 9 | 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | item no 1.8 | 50 | sqm |
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| 10 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts. | item no 1.9 | 150 | sqm |
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| 11 | 11 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform | item no 1.10 | 150 | sqm |
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| 12 | 12 | 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. \n | item no 1.11 | 4500 | Kg |
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| 13 | 13 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works upto plinth level \n | item no 1.12 | 25 | Cum |
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| 14 | 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) | item no 1.13 | 5 | Cum |
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| 15 | 15 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | item no 1.14 | 100 | kg |
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| 16 | 16 | 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 works \n | item no 1.15 | 500 | kg |
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| 17 | 17 | 12 mm cement plaster finished with a floating coat of neat cement of mix :\n 1:3 (1 cement: 3 fine sand | item no 1.16 | 50 | sqm |
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| 18 | 18 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :\n Two or more coats on new work | item no 1.17 | 200 | sqm |
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| 19 | 19 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.\n Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | item no 1.18 | 15 | Cum |
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| 20 | 20 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.\n Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | item no 1.19 | 10 | Cum |
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| 21 | 21 | 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. | item no 1.20 | 45 | Cum |
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| 22 | 22 | 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.\n | item no 1.21 | 5 | Cum |
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| 23 | 23 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | item no 1.22 | 600 | kg |
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| 24 | 24 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | item no 1.23 | 40 | Cum |
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| 25 | 25 | Supplying and stacking at site. 63 mm to 45 mm size stone aggregate \n | item no 1.24 | 10 | Cum |
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| 26 | 26 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :300 mm dia. R.C.C. pipe | item no 1.25 | 10 | metre |
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| 27 | 27 | Making pocket in green RCC with steel/wooden box complete as per direction of engineer in charge. Size 30x30x150 cm | item no 1.26 | 40 | Each |
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| 28 | 28 | Collecting, cleaning, scavenging, washing and respreading the store aggregate 20mm size including disposal of rubbish out side the S/Stn. as per direction of Engineer-in-charge for all leads and lifts. | item no 1.27 | 30 | Cum |
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| 29 | 29 | Recovery of steel scrap as per diirection of engineer in charge | item no 1.28 | 600 | Kg |
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| 30 | 30 | Dismantling, stacking within 50 meter lead, straightening, modifying, cutting with welding and re-fixing the old available steel grating back to the soak pit as per site requirement after construction of tr foundation, complete as per instruction of engineer in charge. | item no 1.29 | 200 | M2 |
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| 31 | 31 | From item no 2.1 to 2.27:- Civil Work for augmentation of 20MVA, 66/11kv Power transformer with 31.5 MVA, 66/11 kv Power transformer along with 11kv switch gear panel board and associated Civil works at various 220kv S/stn. | | | |
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| 32 | 32 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil | item no 2.1 | 750 | Cum |
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| 33 | 33 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | item no 2.2 | 250 | Cum |
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| 34 | 34 | Extra for every additional lift of 1.5 m or part thereof in. All kinds of soil. | item no 2.3 | 150 | Cum |
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| 35 | 35 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). | item no 2.4 | 25 | Cum |
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| 36 | 36 | 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 mm nominal size). | item no 2.5 | 20 | Cum |
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| 37 | 37 | 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 : 3 graded stone aggregate 20 mm nominal size) | item no 2.6 | 55 | Cum |
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| 38 | 38 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. | item no 2.7 | 300 | sqm |
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| 39 | 39 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | item no 2.8 | 50 | sqm |
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| 40 | 40 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts. | item no 2.9 | 100 | sqm |
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| 41 | 41 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform | item no 2.10 | 25 | sqm |
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| 42 | 42 | 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. \n | item no 2.11 | 8000 | Kg |
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| 43 | 43 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately): All works upto plinth level \n | item no 2.12 | 25 | Cum |
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| 44 | 44 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) | item no 2.13 | 10 | Cum |
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| 45 | 45 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | item no 2.14 | 1000 | kg |
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| 46 | 46 | 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 works \n | item no 2.15 | 2500 | kg |
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| 47 | 47 | 12 mm cement plaster finished with a floating coat of neat cement of mix :\n 1:3 (1 cement: 3 fine sand | item no 2.16 | 50 | sqm |
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| 48 | 48 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :\n Two or more coats on new work | item no 2.17 | 50 | sqm |
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| 49 | 49 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.\n Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | item no 2.18 | 10 | Cum |
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| 50 | 50 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.\n Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | item no 2.19 | 10 | Cum |
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| 51 | 51 | 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. | item no 2.20 | 25 | Cum |
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| 52 | 52 | 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.\n | item no 2.21 | 5 | Cum |
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| 53 | 53 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | item no 2.22 | 1000 | kg |
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| 54 | 54 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | item no 2.23 | 150 | Cum |
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| 55 | 55 | Supplying and stacking at site. 63 mm to 45 mm size stone aggregate \n | item no 2.24 | 10 | Cum |
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| 56 | 56 | Collecting, cleaning, scavenging, washing and respreading the store aggregate 20mm size including disposal of rubbish out side the S/Stn. as per direction of Engineer-in-charge for all leads and lifts. | item no 2.25 | 50 | m3 |
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| 57 | 57 | Making pocket in green RCC with steel/wooden box complete as per direction of engineer in charge. Size 30x30x150 cm | item no 2.26 | 4 | Each |
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| 58 | 58 | Recovery of steel scrap as per diirection of engineer in charge | item no 2.27 | 1000 | Kg |
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| 59 | 59 | From item no 3.1 to 3.26:- Civil work for replacement of 315 MVA ICT no.-4 (BHEL make) with 500 MVA ICT alongwith associated accessories including Civil work at 400kv Sub Station Bawana . | | | |
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| 60 | 60 | 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 equivalent design mix) | item no 3.1 | 25 | cum |
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| 61 | 61 | 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. | item no 3.2 | 85 | cum |
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| 62 | 62 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | item no 3.3 | 600 | cum |
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| 63 | 63 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineerin-charge. | item no 3.4 | 60 | Sqm |
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| 64 | 64 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and\nneatly dressed.All kinds of soil | item no 3.5 | 500 | cum |
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| 65 | 65 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.All kinds of soil | item no 3.6 | 100 | cum |
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| 66 | 66 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | item no 3.7 | 250 | cum |
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| 67 | 67 | 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 mm nominal size) | item no 3.8 | 20 | cum |
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| 68 | 68 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | item no 3.9 | 600 | sqm |
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| 69 | 69 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. | item no 3.10 | 250 | Sqm |
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| 70 | 70 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | item no 3.11 | 350 | m2 |
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| 71 | 71 | 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 | item no 3.12 | 16000 | kg |
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| 72 | 72 | 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 : 3 graded stone aggregate 20 mm nominal size) | item no 3.13 | 20 | cum |
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| 73 | 73 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth level | item no 3.14 | 225 | cum |
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| 74 | 74 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.” Note : Excess/less cement used than specified in this item is payable/recoverable separately. M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | item no 3.15 | 30 | cum |
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| 75 | 75 | Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | item no 3.16 | 3000 | kg |
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| 76 | 76 | 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\nand similar works | item no 3.17 | 7500 | kg |
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| 77 | 77 | Supplying and stacking at site.63 mm to 45 mm size stone aggregate | item no 3.18 | 10 | cum |
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| 78 | 78 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :\nTwo or more coats on new work | item no 3.19 | 100 | Sqm |
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| 79 | 79 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | item no 3.20 | 1200 | kg |
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| 80 | 80 | Dismantling, stacking within 50 meter lead, straightening, modifying, cutting with welding and re-fixing the old available steel grating back to the soak pit as per site requirement after construction of tr foundation, complete as per instruction of engineer in charge. | item no 3.21 | 125 | sqm |
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| 81 | 81 | Collecting, cleaning, scavenging, washing and respreading the store aggregate 20mm size including disposal of rubbish out side the S/Stn. as per direction of Engineer-in-charge for all leads and lifts. | item no 3.22 | 75 | cum |
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| 82 | 82 | Collecting,stacking, cleaning, washing, restacking and respreading the stone aggregate 60-45mm size including disposal of rubbish out side the S/Stn. as per direction of Engineer-in-charge for all leads & lifts. | item no 3.23 | 10 | cum |
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| 83 | 83 | Making pocket in green RCC with steel/wooden box complete as per direction of engineer in charge. Size 30x30x150 cm | item no 3.24 | 100 | Each |
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| 84 | 84 | Structural steel work welded in built up section with existing available steel and/or structural steel in trusses and framed work i/c cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per direction of Engineer in Charge | item no 3.25 | 2000 | kg |
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| 85 | 85 | Recovery of steel scrarp as per diirection of engineer in charge. | item no 3.26 | 8000 | KG |
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| 86 | 86 | From item no 4.1 to 4.26:- Civil Work for supply, erection, testing & commissioning of 1 no 400/220/33kv, 500MVA Power Transformer at 400kv Sub Station Tikrikalan. | | | |
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| 87 | 87 | 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 equivalent design mix) | item no 4.1 | 20 | cum |
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| 88 | 88 | 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. | item no 4.2 | 75 | cum |
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| 89 | 89 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | item no 4.3 | 500 | cum |
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| 90 | 90 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineerin-charge. | item no 4.4 | 50 | Sqm |
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| 91 | 91 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and\nneatly dressed.All kinds of soil | item no 4.5 | 500 | cum |
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| 92 | 92 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.All kinds of soil | item no 4.6 | 100 | cum |
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| 93 | 93 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | item no 4.7 | 200 | cum |
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| 94 | 94 | 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 mm nominal size) | item no 4.8 | 15 | cum |
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| 95 | 95 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | item no 4.9 | 500 | sqm |
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| 96 | 96 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. | item no 4.10 | 200 | Sqm |
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| 97 | 97 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | item no 4.11 | 350 | m2 |
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| 98 | 98 | 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 | item no 4.12 | 15000 | kg |
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| 99 | 99 | 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 : 3 graded stone aggregate 20 mm nominal size) | item no 4.13 | 15 | cum |
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| 100 | 100 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth level | item no 4.14 | 225 | cum |
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| 101 | 101 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.” Note : Excess/less cement used than specified in this item is payable/recoverable separately. M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | item no 4.15 | 30 | cum |
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| 102 | 102 | Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | item no 4.16 | 3000 | kg |
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| 103 | 103 | 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\nand similar works | item no 4.17 | 7500 | kg |
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| 104 | 104 | Supplying and stacking at site.63 mm to 45 mm size stone aggregate | item no 4.18 | 10 | cum |
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| 105 | 105 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :\nTwo or more coats on new work | item no 4.19 | 100 | Sqm |
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| 106 | 106 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | item no 4.20 | 1000 | kg |
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| 107 | 107 | Dismantling, stacking within 50 meter lead, straightening, modifying, cutting with welding and re-fixing the old available steel grating back to the soak pit as per site requirement after construction of tr foundation, complete as per instruction of engineer in charge. | item no 4.21 | 100 | sqm |
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| 108 | 108 | Collecting, cleaning, scavenging, washing and respreading the store aggregate 20mm size including disposal of rubbish out side the S/Stn. as per direction of Engineer-in-charge for all leads and lifts. | item no 4.22 | 50 | cum |
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| 109 | 109 | Collecting,stacking, cleaning, washing, restacking and respreading the stone aggregate 60-45mm size including disposal of rubbish out side the S/Stn. as per direction of Engineer-in-charge for all leads & lifts. | item no 4.23 | 10 | cum |
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| 110 | 110 | Making pocket in green RCC with steel/wooden box complete as per direction of engineer in charge. Size 30x30x150 cm | item no 4.24 | 100 | Each |
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| 111 | 111 | Structural steel work welded in built up section with existing available steel and/or structural steel in trusses and framed work i/c cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per direction of Engineer in Charge | item no 4.25 | 2000 | kg |
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| 112 | 112 | Recovery of steel scrarp as per diirection of engineer in charge. | item no 4.26 | 8000 | KG |
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