| 1 | 1 | Box cutting or filling in road embankment in all sorts of soil including spreading the spoils properly over the flank..................(a) Depth upto 150mm [Ref: P.W.D(Rds), Page-237, Item-3.16] | BI01010001010000000000000515BI0100001119 | 454 | M2 |
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| 2 | 2 | Dismantling all types of plain cement concrete works, stacking servicible materials at site..............(a) Upto 150mm brick [ref: P.W.D(Bldg)2017, Page-10, Item-2(a)] | | 17 | M3 |
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| 3 | 3 | Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth [Ref: P.W.D (Bldg) 2017, Page - 15, Item.- 7] | | 16 | M3 |
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| 4 | 4 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. [Ref : P.W.D (Bldg) 2017. Page- 16, Item- 16] | | 32 | M2 |
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| 5 | 5 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand [Ref : P.W.D (Bldg) 2017, Page -14, Item-1] | | 454 | M2 |
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| 6 | 6 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) [Ref : P.W.D (Bldg) 2017. Page -2, Item-4(A)] | | 47 | M3 |
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| 7 | 7 | Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect. [Ref: P.W.D (Bldg) 2017, Page-43, Item No- 38] | | 20 | M2 |
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| 8 | 8 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m II. Other than SAIL/ TATA/RINL [Ref : P.W.D (Bldg) 2017, Page-43, 44 Item No. 40.a.(i).II] | | 0.18 | M.T |
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| 9 | 9 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety [Ref: P.W.D (Bldg) 2017, Page-26 Item No- 10] | | 126 | M3 |
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| 10 | 10 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (b) 15 mm thick plaster [Ref : P.W.D.(Bldg) 2017, Page-189 , Item No. 1.ii.(a).(b)] | | 385 | M2 |
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| 11 | 11 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. [Ref : P.W.D.(Bldg) 2017, Page- 192, Item No. 15] | | 385 | M2 |
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| 12 | 12 | Raising manhole chambers (inside opening of 0.6m X 0.6m, wall thickness 0.25m) including side encasinhg............[Analysis rate] | | 17.0007 | Nos |
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| 13 | 13 | Add G.S.T @ 12% | | 1 | No. |
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| 14 | 14 | Welfare Cess | | 1 | No. |
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