Municipal Affairs Department Tender

Water bound macadam base course: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary cutting or filling.................................(a) Grading-1 Aggregate (63 mm to 45 mm) using stone screening TypeA (13.2 mm)[Ref : P.W.D. (Rds) Page-245, Item-4.11] Analysis no-21

Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates andgranular materials, premixing the material with waterat OMC in Wet Mix Plant, carriage of mixed materialby tipper to site, laying in uniform layers with Paver inSub- base / Base course on well prepared surfaceand compacting with Vibratory Roller to achieve thedesired 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).[Ref : P.W.D.(Rds), w.e.f 30.08.18 Page -249, Item-4.12] (Analysis No - 22

Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On Bituminous Surface (using Bitumen Emulsion at the rate of 0.20 to 0.30 kg/sqm.)

(ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg/sqm)[Ref : P.W.D (Rds), Page-248, Item No. 5.02] Analysis no-8 & 9

Providing and Laying Bituminous Macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per table 500.4 premixed withh Bituminous binder, transported to site laid over a previously prepared surface at specified laying temprature by means of approved and sutaible arrangements to the required grade,...................................B. For grading II (19 mm nominal size, 50-75 mm thick)[Ref : P.W.D(Rds), Page -249, Item-5.04] Analysis no-14

Providing and laying Mastic Asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregrate,filler material and bitumen, prepared by using mastic cooker including cost and carraige of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved job mix formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specification including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temparature of surfaces not less than 100° C, protruding 1mm to 4mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per clause 516 of specification for road & bridge works of MoRT&H (5th revision)(i) 25mm thickness[Ref : P.W.D.(Rds), Page -256, Item-5.14(i)] Analysis no-6

Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth[Ref: P.W.D (Bldg) 2017, Page - 15, Item.- 7] 3rd Corrizenda

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) 2017, Page-26 Item No- 10] Analysis no-23

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 4 m (i) Tor steel/Mild Steel II. Other than SAIL/ TATA/RINL[Ref : P.W.D (Bldg) 2017, Page-43, 44 Item No. 40.a.(i).II] 10th Corrizenda

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 (b) 15 mm thick plaster[Ref : P.W.D.(Bldg) 2017, Page-189 , Item No. 1.ii.(a).(b)]

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.[Ref : P.W.D.(Bldg) 2017, Page- 192, Item No. 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) 2017, Page-12, Item No. 13]

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