18(NIeT)/PRDD (15CFC)/ZP/T/UtF)/GTA/2025-26

Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works) (ii) In mixed soil (i,e. clay mixed with kankar,pebbles, moorum etc.)

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.

Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (i) (1:3:6) proportion

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) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. `-- Do -- -- Do - without rolling but including ramming.

Stone Boulder 150 mm of N. Bengal variety

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.(b) River bazree

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing direction of Engineer-in Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approvedmake and brand conforming to IS:814- 2004, haulage,hoisting and erection all complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members.The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. a) Span up to 12 Mtr

Supplying, fitting & fixing Zn-Alalloy (55%Al&45%Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55mm & 25mm self tapping screw,EPDM Washer 16mm dia & 3mm th.washer etc. complete with 150mm end lap and one corrugation minimum side lap.(Payment to be made on area of finished work).(i) In Roof:- a) With 0.5 mm thick sheet

Galvanised iron sheet ridging fitted with necessary bolts,screws, washers etc complete.(225mm end lapping) (A) 300 mm lapping each way (a) With 0.60 mm sheet

Galvanised iron sheet eaves gutter fitted and fixed with necessary 50mmX6mm M.S flat bar clamps bent to design,bolts,nuts,washers etc.complete.Eaves gutter made of 0.63 mm. sheets.(300mm End lapping) (a) 225 mm.wide gutter

Supply of High Density Poly-ethylene Pipe conforming to IS-4984-1985 (Dia) [PE - 63] B.10 Kg / Sq.Cm. (Working Pressure) (Dia) 15 mm

Supplying, fitting and fixing pillar cock of approved make.d) Polythene Piller Cock (EMCO / ATLAS or equivalent) (i) 15 mm

Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (a) 500 litre capacity

Plaster (to wall, floor, ceiling etc.)withsand 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 (a) 20 mm thick plaster

Add 18% GST on Total (Rs. 936606.45)

Add 1% Labour cess on Total (Rs. 1105195.25)

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