Municipal Corporation Tender

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. [Ref: P.W.D.(Bldg.). Page- 14,Item - 1 & 3rd corrigenda]

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 [Ref: P.W.D.(Bldg.). Page- 24,Item-4(a)&3rd corrigenda]

Brick work with 1st class bricks in cement mortar (1:4) In superstructure, ground floor [Ref : P.W.D.(Bldg), Page-15, Item No.- 7(b)

Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : [ Analysed Rate based on Ref : P.W.D (Road & Bridge), W.e.f-30.08.2018 Page-249, Item No. 4.12]

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. [Ref: P.W.D.(Bldg.). Page- 42, Item - 36.(a)]

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 [Ref: P.W.D.(Bldg.). Page- 26, Item-10(a) & 3RD Corrigenda]=G26

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. (a) For works in foundation and upto roof of ground floor/upto 4m (i) Tor steel/Mild Steel [Ref : P.W.D.(Bldg), Page-43, Item No.- 40(a,i)] & 9th Corrigundum

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] With 1:4 cement mortar (b) 15 mm thick plaster [Ref: P.W.D.(Bldg.). Page- 189,Item-1(ii).& 3RD Corrigenda]

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. [Ref: P.W.D.(Bldg.). Page- 192, Item-15]

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge [Ref : P.W.D.(Bldg), Page-12, Item No.-13]

Providing construction Joint at Concrete road with 12mm thick Thermokal Board in position including cutting to requisite size and shape all complete as per direction of Engineer -in -Charge.

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