| 1 | 1 | Dismantling all types of plain cement concrete\nworks, stacking serviceable materials at site and\nremoving rubbish as directed within a lead of 75\nm. In ground floor including roof. a) upto 150 mm. thick [Ref: P.W.D (Bldg.), Page - 10, Item.- 2] | | 12 | M3 |
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| 2 | 2 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.\n(a) Depth of excavation not exceeding 1,500 mm.\n | | 78 | %Cum |
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| 3 | 3 | (A) 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)\n[Ref : P.W.D.(Bldg.), Page-2, Item No. 4] | | 7.8 | %Cum |
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| 4 | 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.\n[Ref : P.W.D.(Bldg.), Page-14, Item No. 1] | | 52 | Sq.M. |
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| 5 | 5 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering\nIn ground floor and foundation.\n(a) 1:3:6 proportion\n[Ref : P.W.D.(Bldg.), Page-23, Item No. 1] | | 5.2 | Cu.M. |
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| 6 | 6 | Brick work with 1st class bricks in cement mortar (4:1) (a) In foundation and plinth [Ref : P.W.D.(Bldg.), Page-15, Item No. 7] | | 6.375 | M3 |
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| 7 | 7 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor). (ii) With 4:1 cement mortar. (a) 20 mm. thick plaster. [Ref : P.W.D.(Bldg.), Page-189, Item No. 1] | | 30 | M2 |
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| 8 | 8 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor drain etc. [Ref : P.W.D.(Bldg.), Page-192, Item -15] | | 33.98 | M2 |
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| 9 | 9 | 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.\n(a) For works in foundation, basement and\nupto roof of ground floor/upto 4 m\n(i) Tor steel/Mild Steel\n[Ref : P.W.D.(Bldg.), Page-43, Item No. 40] | | 2.758 | M.T.\n |
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| 10 | 10 | 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.\n(i) Pakur Variety\n[Ref : P.W.D.(Bldg.), Page-26, Item No. 10] | | 37.075 | Cu.M.\n |
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| 11 | 11 | Supplying, fitting and fixing in position reinforced cement polymer concrete\nmanhole /gully pit cover with matching frame.As per I.S-12592(M.D) (iii) 20 MT load bearing capacity round manhole cover provided with two\nlifter hooks fitted with matching frame of size Ref: P.W.D (S & P), Page - 91 Item.- 8 (iii)] | | 5 | Each |
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| 12 | 12 | GST 12% | | 1 | LS |
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| 13 | 13 | Labour wellfare Cess 1% | | 1 | LS |
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