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| 1 | Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc.and stacking the material at site as directed.Ref. Page - 11, Item 8; PWD SOR VOL-I w.e.f. 1.11.2017 |
| 2 | Cutting to requisite length or shape departmental R.S. joists, channels, angles, tees, plates etc.Ref. Page - 101, Item 3; PWD SOR VOL-I w.e.f. 1.11.2017 |
| 3 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof.Ref. Page - 10, Item , 1 a; PWD SOR VOL-I w.e.f. 1.11.2017 |
| 4 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.(c) Extra rate for careful dismantling andrecovering at least 150 no of useable bricks percum.Ref. Page - 10, Item 2; PWD SOR VOL-I w.e.f. 1.11.2017 |
| 5 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof.(a) upto 150 mm. thickRef. Page - 10, Item 1c; PWD SOR VOL-I w.e.f. 1.11.2017 |
| 6 | 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.(a) Depth of excavation not exceeding 1,500 mm.Ref. Page - 1, Item 02,a; PWD SOR VOL-I w.e.f. 1.11.2017 |
| 7 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.Ref. Page - 14, Item 1 PWD SOR VOL-I w.e.f. 1.11.2017 |
| 8 | Cement concrete with graded jhama khoa (30 mm size) excluding shutteringIn ground floor and foundation. (a) 1:3:6 proportionRef. Page - 23, Item 01,a; PWD SOR VOL-I w.e.f. 1.11.2017 |
| 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. Page - 26, Item 10,a; PWD SOR VOL-I w.e.f. 1.11.2017 |
| 10 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Ref. Page - 42, Item 36,f; PWD SOR VOL-I w.e.f. 1.11.2017 |
| 11 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete.(a) With earth obtained from excavation of foundationRef. Page - 1, Item 03,a; PWD SOR VOL-I w.e.f. 1.11.2017 |
| 12 | Add 18% GST |
| 13 | Add 1% Cess Please Enable Macros to View BoQ information |
