Widening and Streighthning of Road from Maila Maidan Road to Motisar Village, Pushkar, Ajmer.

Dismantling of flexible pavement sand disposal of dismantled material uptoalead of 1000 metres, scaking serviceab leand unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses

Dismantling of flexible pavement sand disposal of dismantled material uptoalead of 1000 metres, scaking serviceab leand unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Granular courses

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202 Cement Concrete plain 1:3:6 mix.

Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 _____do___________ with lead 500mtr to 1000 mtr

Providing and laying granular sub-base having P.I. not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T & P and all lead of material from quarry (compacted thickness to be measured) Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 20 to achieve 95% proctor density

Providing,laying,spreadingandcompactingcrushedgradedstoneaggregateofaspertable400-10and400-11toWetMixMacadamspecificationincludingpremixingthematerialwithwatertoOMCinmechnicalmixerasperapproveddesignmix,carriageofmixedmaterialbyTippertosite,layinginuniformlayerswithmotorgrader/F.E.Loader/paverfinisherinsubbase/basecourseonawellpreparedunderbaseandcompactingwithvibratoryrollertoachievethedesireddensityincludinglighting,guarding,barricadingandmaintanceofdiversionetc.(MoRTHspecification : Clause 406) by mechanical means with all lead

Providing and applying primer coat over prepared surface of prabular base with bitumen emulsion as per IS : 8887 & manufacturer,s specification @ 7.0 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification Clause - 502,112

Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer's specifications @ 2.75 kg/ 10 sqm with a self propelled or towed bitumen pressure sprayyer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CL. 503,112

ProvidingandlayingDenseBituminousMacadamonpreparedsurface with specified graded crushed aggregates as per table 510 anddesignmixforbase/bindercourseincludingloadingofmaterialwithF.Eloader,heatingofbinder(includingcostofantistrippingcompoundwhereverrequired)aggregateandfillerinhotmixplant40-60TPHtransportingthemixedmaterialbytippersandlayingwithsensorpaverfinisherasperclause507.3.5totherequiredlevelandgrade,rollingbyselfpropelledpowerrollersandvibratoryrollersorpneumatictyredroller150-250KN.TP=0.7MPatoachievethedesireddensity(approvedbythedepartment)butexcludingcostofprimer/tackcoat.[MoRTHSpecification:Clause507,112] with 4.50 % Bitumen with all leadWith bitumen grade VG-30

Providingandlayingbituminousconcreteasperdesignmixonpreparedsurfacewithspecifiedgradedstoneaspertable500-18forwearingcourseincludingloadingofaggregatewithF.E.Loaderandhotmixingofbinder(includingcostofanti-strippingcompound,whereverrequired)and3%cementfillerwithaggregatesinhotmixplant40-60TPHTransportingthemixmaterialwithtippertopaverandlayingwithsensorpaverfinisher(asperclause507.3.5)totherequiredlevel,gradesandrollingwithvibratorycompactorandpneumatictyredroller150-250KN,TP=0.7MPa,toachievethedesireddensity(approvedbythedepartment)excludingcostofprimer/tackcoat(MoRTHSpecification : Clause -509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material a) With straight run bitumen grade VG 30

Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of atleast 2.5 mm and spread uniformly with reflectorising glass beads type-2 in addition @ 250 gm/sqm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH Specification clause 803.4.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand).

Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand).

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code)

Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205.

Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 1.5 M x 1.5 M

Please Enable Macros to View BoQ information