WB-HMC/NIT/ED/15/EE-II/26-27

Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (a) By manual means : (i) From 25 mm to 50 mm thick. [Ref : P.W.D.(Rds), Page -331, Item-18.02 of P.W.D(RD) w.e.f 30.08.2018]

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) [Analysed Rate]

Water bound macadam sub base by consolidating Jhama metal/Laterite chelly or stone metal/singles of specific size in hard crust to requisite thickness (Measured after compaction) in layer including screening of metals etc as necessary hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthern bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour chargs of all men and machineries and compacting to the required density as per clause 404 od specifictions for Road & Bridge works of MoRT&H (5th revision) (i) For construction of sub Base by Consolidating Jhama metal (63mm to 45mm) with moorum Screening: [Analysed Rate]

Supplying ready mixed concrete of M 40 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved 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 platform 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 connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] [Analysed Rate]

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of pproved thickness with required bracing for concrete slabs, bems nd coloums, lintels curved or straight including fitting, fixing nd striking out after completion of works (upto roof of gound floor) (f) 25mm to 30mm shuttering without stging in foundation [REf: PWD (Bldg) 2017, Page-43, Item-36f]

Raising gully pit/concrete manhole Chamber 1no. (Rate exclude new concrete manhole/gullypit cover) [PWD(Bldg) w.e.f 01.11.17, Analysed Rate]

ADD 18% G.S.T

Labour Welfare Cess 1%