Municipal Corporation Tender

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, level and alignment and rolled with suiatable power roller for break down, inter-mediate and finished rolling as per specification to acheive the desired compaction including as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinary and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per specifications for road& bridge works MoRT&H (5th Revision) B. For Grading 2 (19mm nominal size 50-75mm thick) [P.W.D(Bldg) w.e.f 01.11.17, Analysed Rate]

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) [P.W.D (Bldg) w.e.f 01.11.17, Analysed Rate]

Providing, Laying and rolling of Open-graded premix Surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m3 per m2) and 11.2 mm (@ 0.009 m3 per m2) site stone aggregates, including throughly cleaning of the surface, screening, cleaning and pre heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformity over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and throughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, hearing the matrix, preheating the aggregrates to required temparature and including the hire charges of mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type-A of Type-B as per Tchnical Specification Clause 508 for Rural Roads [P.W.D(Bldg) w.e.f 01.11.17, Analysed Rate]

Providing and laying premixed Seal Coat (Type-B) with approved quality sand/grit @ 0.6 M3 /100 m2 and bitumen binder on throughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100% passing through 2.36 mm sieve and retained on 180 micron sieve) uniformity with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface if necessary to ensure uniformity followed by rolling with power roller including the cost and carriage of binder and aggregrates, cost of heating the binder and aggregrates and all other incidental charges, cost of fuel and lubricants, inclusing hire charges of machinaries, tools & plants required for construction and quality control complete as per clause 511 of sspecications for road & Bridge Works of MoRT&H (5th Revision) [P.W.D(Bldg) 01.11.17, Analysed Rate]

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 (Only the area in contact with concrete to be measured) [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)]

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 [P.W.D(Bldg) w.e.f 01.11.17, Analysed 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-15mm Thick (a) In Ground Floor [P.W.D(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 [P.W.D(Bldg) w.e.f 01.11.17, P-192, It-15]

Raising of Gully Pit/Concrete manhole chamber 1no. (Rate exclude new concrete manhole/gully pit cover) [P.W.D(Bldg) w.e.f 01.11.17, Analysed Rate]

Add 18% G.S.T.

Add 1% Welfare Cess