WB-HMC/NIT/ED/23/EE-II/26-27

Box cutting or filling in road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of and grade as per direction and satisfaction of Engineer-in-charge in cluding uprooting and removing plants and jungles when and where needed. (a) Depth up to 150 mm. [Ref : P.W.D.(Rds), Page -237, Item-3.16]

(A) 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) [P.W.D (Bldg) w.e.f 01.11.17, P-2, It-4(A)]

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand [P.W.D(Bldg) 3RD Corrigenda Addenda w.e.f 04.06.18, P-1, It-1]

Brick work with 1st class bricks in cement mortar (1:4) (i) In foundation and plinth [P.W.D(Bldg) 3RD Corrigenda Addenda w.e.f 04.06.18, P-1,it-7

Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect. [P.W.d(Bldg) w.e.f 01.11.17, P-43, it- 38]

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 Tor steel/ Mild steel (a) SAIL/TATA/RINL [ 'Do' 9th Corrigenda & Addenda, P-1, It- 40(a)(I) & (b)]

Supplying ready mixed concrete of M 20 grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per cum. Of wet concrete produced in computerised batching plant under controlled condition using approval super plastisizer designing concrete mix following I.S. 10262 and I.S. 456 transporting the mix with agitation in transit mixer to work site depositing the mix on a platforrm erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this supporting staging which would be paid through separate item [cement to be supplied by the manufacturer/supplier] (i) Without approved concrete pump [Ref: [P.W.D (Bldg) Page-33, Item No 19(i)] Analysis Rate

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] (A) With 1:4 cement mortar-15mmm thick (a) In Ground floor [P.W.D(Bldg) 3RD Corrigenda Addendaa w.e.f 04.06.18, P-50,it-2]

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.[Ref : P.W.D.(Bldg) w.e.f 01.11.17, Page- 192, Item No. 15]

Construction joint at concrete road with 12mm thick thermocol board, in position including cutting to requisite size and shape all direction of Engineer-in-Charge [rate as per Analysis No: 37]