Municipal Corporation Tender

Single brick flat soling or picked jhama bricks including ramming snd dressing bed to proper level nd filling joints with powered earth or local sand [P.W.D(Bldg), 3RD Corrigenda Addenda w.e.f 04.06.18, P-1, It-1]

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.(a) 1:2:4 proportion [Ref: PWD (Bldg) Page-24, Item no- 4(a)] 3rd Corrigenda, page-10, Sl 27 Analysis Rate]

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

125mm thick brick work with 1st class bricks in cement morter 1:4 in gr floor [P.W.D(Bldg) 3rd Corrigenda Addenda w.e.f 04.06.18, P-3, It-8]

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (iii) 35 mm. thick [P.W.D(Bldg) w.e.f 01.01.17, P-48, It-6]

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 [Ref: P.W.D (Bldg) w.e.f 01.11.17, Page-43, Item No- 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 [Ref: P.W.D (Bldg) Page-43,44, Item No. 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] In ground floor and foundation (ii) Without approved concrete pump [Ref: [P.W.D(Bldg) Page-33, Item no-19(i)]

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] (ii) With 1:4 cement mortar-15mm Thick (a) In ground floor [PWD(Bldg) 3Rd Corrigenda Addenda w.e.f 04.06.18, P-50, It-2]

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. [PWD(Bldg) w.e.f 01.11.17, P-192, It-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]

Add G.S.T @ 18%

Welfare Cess @ 1%