NIT-57(Sl-9)25-26 Date-28.01.2026

Page-10, Item-02 Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m In ground floor including roof (a) upto 150 mm. thick

Page-01, Item-02 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 1500 mm.

Page-12, Item-13 Removal of rubbish,earth etc. from the working site and disposal of the same beyond thecompound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.

Page-02, Item-4(b.) Filling in foundation or plinth by silver sand in layers not exceding 150mm as directed and consoledating same by through saturation with water ramming complete, includig the post of supply of sand. (Payment to be made on basis of measurement of finished quantity of work) (B) Do- by fine sand.

(Page no-47, Item no-03 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Page-42, Item- 36 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) (f) 25 mm to 30 mm shuttering without staging in foundation

Page-24, Item- 4(a) Ordinary cement concrete (mix 1:2:4) with grade stone chips (20mm down excluding shuttering and reinforcement. If any in ground floor as per relevent IS Codes (a) Pakur Variety

Page-24, Item- 4(a) Hire and labour charges for shuttering with centering and necessarystaging 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.

Page-26, Item- 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. (i) Pakur Variety

Page-43, Item- 40 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

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