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| 1 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. |
| 2 | Labour for picking up existing metalled roadsurface to a specified average depth, includingscreening and stacking the pavement materials. (b) For average depth above 40 mm but notexceeding 75 mm by manual means:(ii) Brick / Jhama metal surface. |
| 3 | Repairing pot-holes and making up smalldepressions using Cationic Bitumen Emulsionconforming to IS 8887- 1978 with stone metals / chipspremixed with emulsion in concrete mixer or anyother method approved by the Engineer-in-Charge,including cutting the pot-hole area in regular shapeswith vertical edges, thorough cleaning & moisteningof surface, applying tack coat, filling up the potholeswith pre-mixed metals/chips in layer/layersasperspecificationanddirectionoftheEngineerincharge,compacting by power roller, finishing thetop of repaired surface levelled with adjoining areaincluding cost and carriage of stone aggregates,blinding material & bitumen emulsion, hire & runningcharges of rollers and other tools & plants, cost offuel & lubricants and other incidental chargesexcluding cost of applying tack coat.[Using stone chips of size 22.4 mm and 11.2 mm in 60:40 proportion, premixing with bitumen emulsion @70.7 kg per m3 of loose net volume of stone chips.] |
| 4 | Providing and applying tack coat with CationicBitumen Emulsion of approved gradeconforming toIS: 8887-1978 on the prepared surface cleaned withHydraulic broom, moistening the surface includingcost and carriage of emulsion, hire charges ofmachinery and labour, cost of fuel and lubricants allcomplete as per Clause 503 ofSpecifications forRoad & Bridge Works ofMoRT&H (5th Revision).(i) On Bituminous Surface(Using Bitumen Emulsion at the rate of 0.20 to0.30 kg per sqm.) |
| 5 | Providing and laying bituminous macadam withMobile Hot Mix Plant (Light Duty) using approvedcrushed aggregates of specified grading as perTable 500.7 premixed with bituminous binder,transported to site laid over a previously preparedsurface at specified laying temperature by means ofapproved and suitable arrangements to the requiredgrade, level and alignment and rolled with suitablepower roller for break down, inter-mediate andfinished rolling as per specification to achieve thedesired compaction including cost and carriage ofstone materials and bitumen, hire charges ofmachinery and equipment, cost of fuel andlubricants and wages of operational staff, qualitycontrol complete as per Specifications for Road &Bridge Works of MoRT&H (5th Revision).B. For Grading 2(19 mm nominal size, 50-75 mm thick.) |
| 6 | 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) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same eitherusing viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly 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 thoroughly 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, heating the matrix, preheating the aggregates to required temperature and includingthe hire charges of Mobile Hot Mix Plant (Light Duty)and other machinery, pay of operators, cost of fueland lubricants etc. complete to be followed by sealcoat of either Type A or Type B as per TechnicalSpecification Clause 508 for Rural Roads of MORD |
| 7 | Providing and laying Premixed Seal Coat (Type B)with approved quality sand/grit @ 0.6 m3/ 100 m2and bitumen binder on thoroughly cleaned blacktop surface coated with tack coat, including heatingand mixing cleaned sand/grit (100 % passing through2.36 mm sieve and retained on 180 micron sieve)uniformly with bitumen binder, laying and spreadingthe mix at an uniform rate using suitable means,brushing the surface, if necessary, to ensureuniformity, followed by rolling with power rollerincluding the cost and carriage of binder andaggregates, cost of heating the binder andaggregates and all other incidental charges, cost offuel and lubricants, including hire charges ofmachineries, tools & plants required for constructionand quality control complete as per Clause 511 ofSpecifications for Road & Bridge Works of MoRT&H(5th Revision).II By Manual MeansWith Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) |
| 8 | Brickwork with 1st. class bricks in cement mortar (1:4)(a) In foundation and plinth |
| 9 | 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, nosingand drip course, scaffolding /staging where necessary. (Excluding cost of chipping over concrete surface.)(A) With 1:4 cement mortar(i) 15 mm. thick plaster(External)(b) In Ground floor. |
| 10 | Neat cement punning about 1.5mm thick in wall, dado, window sills, floor, drain etc. |
| 11 | 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)(f) 25 mm to 30 mm shuttering without staging in foundation |
| 12 | Reinforcement for reinforced concrete work in all sorts of structuresincluding distribution bars, stirrups, binders etc initial straightening andremoval of loose rust (if necessary), cutting to requisite length, hooking andbending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawingand direction.JSW/SHYAM/JSPL |
| 13 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes.Pakur VarietyIn Ground Floor |
| 14 | Removal of rubbish,earth etc. from the workingsite and disposal of the same beyond thecompound, in conformity with the Municipal /Corporation Rules for such disposal, loading intotruck and cleaning the site in all respect as perdirection of Engineer in charge |
| 15 | Cleaning rubbish, sludge, weeds scum, liquid earth,mud etc.etc.from roadside masonary drain/ hume pipe drain/ culvert etc. by mathor labour afterremoving concrete.Slab/manhole cover etc.without damagingthe same andrefixing the same properly aftercleaning as necessary and removing thesludge etc.etc.by using iron pans,buckets including all labour, tools &plants including removing the spoils indry condition and disposing thesame by truck beyond the road side in conformity withmunicipal/corporation rules for such disposal including loading into truckand cleaning the road side in all respects as perdirection of the Engineerin-Charge.cum 289.00(Payment will be made on the basis of actual stack measurment of spoils indry condition at roadside) |
| 16 | GST @ 12%on sum of item no 1 to 15( i.e on Amount Rs 824988.34) |
| 17 | Cess @ 1% on sum of item no 1 to 22 ( i.e on Amount Rs 923986.94) |
