WBMAD/ULB/HM/NIT-47e/2025-2026

Page no- 1 & Item no- 2(a) (P.W.D Builing) 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.

Page no- 1 & Item no- 3) a) (P.W.D Building) 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. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

Page no- 34 & Item no- 22(1) (a) (P.W.D Building) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion

Page No-15 Item No 8(a) Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

Page No-15 Item No 8(a) Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor

Page no- 42 & Item no- 36a (P.W.D Building) 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.

Page No-42, Item No- 40a(i) 10th corrigenda&agenda.p-1,sl-1 (P.W.D. Building) 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. (i) Tor steel/Mild Steel ii) JSW/JSPL/SHYAM/SRMB/BMASL/ELECTRO STEEL/SSL @1.25% of Volume of Concrete

Page no -26 & Item no 10(i) (P.W.D. Building) 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 (ANALYSED)

Page no- 101 & Item No- 2A-ia 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 approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. 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. 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. i) For roof truss works a) Span up to 12 Mtr

Page No- 189 & Item No- 1 (P.W.D Building) 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] (i) With 1:6 cement mortar (b) 15 mm thick plaster

Page no- 192 & Item No- 15 ( P.W.D Building) Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE: Cement 0.152 cu.m per100 sq.m

Page no-222 & Item no -11(i) PWD BLDG Schedule Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised "C" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc. (I) 50 mm. x 50 mm. x 8 g.

PWD BLDG Schedule Page-68 /It.No-39 Supplying, fitting&fixing best quality digital printed Ceramic tiles in coloured decorative on walls and floors to match with the existing work&4 nos.key stones (10mm) fixedwith adhesive4.5mm thick at the back of each tile&finishing the joints with white cement mixed with colouring oxide if requiredtomatchthecolourof tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. With polymerised adhesive and epoxy grout pointing including spacer-2mm (When tiles are laid over existing hard ready surface)all complete asper directionof Engineer-in-charge.

Page no-109 & Item no -22 PWD BLDG Schedule Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx)

Page No -201/it no-2B b iv (PWD Building Schdule) Painting with superior quality aluminium paint of approved make and brand including smoothening surface by sand papering etc. on steel surface :(iv) Two coats (with any shade except white)

Page no-102& Item no -6-iiib (PWD Building Schdule) Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed.(iii) 25 mm dia bolt(b) 500 mm long.

Page no-2 & Item no -4A (PWD Building Schdule) 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)

Page no-2 & Item -5 PWD BUILDING SCHDULE Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (b) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.

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