PP/NIMGGP/eNIT 04/2025-2026

PWD(WB)/BUILDING WORKS(CCS)/Page-1/Item-2 Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. 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.

PWD(WB)/BUILDING WORKS(CCS)/Page-229/Item-12 Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming.

PWD(WB)/BUILDING WORKS(CCS)/Page-229/Item-11A Cost of stone boulder 150 mm size delivered ans stacked at site.

PWD(WB)/BUILDING WORKS(CCS)/Page-34/Item-22II (II) Cement concrete with 30 mm. down graded shingles excluding shuttering.N.B. VarietyIn ground floor .(a) 1:3:6 proportion.

PWD(WB)/BUILDING WORKS(CCS)/Page-26/Item-10 Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes.(ii) River bazree.

PWD(WB)/BUILDING WORKS(CCS)/Page-42/Item-36 Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor).(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. .

PWD(WB)/BUILDING WORKS(CCS)/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 inter-section, complete as per drawing and direction.(a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel.other than SAIL/TATA/RINL/JSW/JSPL/Shyam/SRMB/ISSL/BMASL/Electrosteel

PWD(WB)/BUILDING WORKS(CCS)/Page-189/Item-1 Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners 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 .(b) 20 mm. thick plaster.

PWD(WB)/BUILDING WORKS(CCS)/Page-22/Item-44 Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to siteIn Fine dressed work in Building In Ground Floor

PWD(WB)/BUILDING WORKS(CCS)/Page-192/Item-15 Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.

PWD(WB)/SANITARY AND PLUMBING WORKS/Page-16/Item-20 Supply of High Density Poly-ethylene Pipe conforming to IS-4984-1985 (Dia)[PE-63].10 Kg/Sq/Cm.(Dia) Working Presssure).20mm dia

PWD(WB)/SANITARY AND PLUMBING WORKS/Page-7/Item-8 Supplying, fitting and fixing push cock of heavy quality and of approved make and brand.Polythene.15mm

Please Enable Macros to View BoQ information