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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. |
| 3 | 1: 3: 6 or richer mix. |
| 4 | 1: 4: 8 or leaner mix. |
| 5 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 6 | In lime mortar. |
| 7 | In cement mortar. |
| 8 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: |
| 9 | In lime mortar. |
| 10 | In cement mortar. |
| 11 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : |
| 12 | bituminous road (average thickness 300 mm) |
| 13 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 14 | Dismantling CI pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into block, including stacking of pipes lead at site within 50 meter, of dia: |
| 15 | Above 300mm dia. |
| 16 | Dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. |
| 17 | Surface dressing of the ground including removing vegetationand inequalities not exceeding 15cm deep and disposal ofrubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil |
| 18 | Carriage of Materials Earth, Sand, Lime, Morrum manureor sludge for 10Km |
| 19 | Filling available excavated earth (excluding rock) in trenches,plinth side of foundation etc. in layers not exceeding 20 cm. indepth, consolidating each deposited layer by ramming andwatering including lead up to 50 meter and with all lift. |
| 20 | 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 ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 21 | 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. |
| 22 | M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). |
| 23 | Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks |
| 24 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 25 | Random rubble dry stone Kharanja under floor. |
| 26 | Supply of dry manure including loading unloading,transportation & stacking at site. |
| 27 | Farm yard manure(organic) |
| 28 | Digging pits in ordinary soil and refilling the same with the excavated earth mixed with manure in the ratio of 2:1 by volume ( 2parts of stacked volume of earth after reduction by 20% 1 part of stacked volume of manure after reduction by 8%) flooding wit |
| 29 | Laying of lawns including ploughing levelingbreaking of clods manuring and removal of stones etc. (cost of manure or extra good earth to be paid separately )maintenance of lawn foe 30 days or more till the grass forms a thick lawns free from weeds and fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost |
| 30 | in rows 5 cmapart in either direction |
| 31 | Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : |
| 32 | Cement Mortar 1:3 ( 1-Cement : 3-Sand). |
| 33 | Add extra for facing as per design and detailed specifications including additional cost of stones Course rubble facing First sort. |
| 34 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 35 | Fine grinded Gangsaw cut 30-35 mm thick stone flooring over 20 mm (average) thick base of cement mortar 1:4 (1 cement :4 coarse sand) jointed grey cement slurry mixed with pigment to match the shade of stone complete as per design drawing and instruction of EI. |
| 36 | Red sand stone (Karauli stone) |
| 37 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : |
| 38 | 25 mm thick |
| 39 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 40 | Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRTH Specification Clause 202. |
| 41 | Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade.50mm thick |
| 42 | Supply and fixing Jodhpur sand stone Machine cut Kerb stone (10cm wide 40 cm. height) fixed in white cement sand mortar 1:4 with pigment including EarthWork. |
| 43 | Hedges of various varieties Enarmi in P.B(5”X5”) - 1‟ |
| 44 | Supplying and fixing Ferro- cement cover with C.I. frame for chambers & man holes of size. Rectangular shape 600 x 450 mm, to withstand 3 MTcenter point load & minimum unfractured load of 1 MT.(Light duty). |
| 45 | Providing and laying in position Ready mix concrete manufactured in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cementas per codal provision. |
| 46 | Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. |
| 47 | 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) |
| 48 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 49 | Construction of granularsub- base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achiev the desired density, complete as per MoRTH Specification Clause 401.for graded 1 material |
| 50 | Loosening ,Levelling and Compacting original ground supporting embankmentt to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry densityasgiveninTables300-1and300-2forembankmentconstructionasperMoRTHSpecification Clause 305.3.4 |
| 51 | Providing laying spreading and compacting specified graded sand,gravel(crushedstone) as perTable400-1,400-2 or any other course material as per design mix,as per CBR in sub base course including premixing the material at OMC in wet mix plant,carriage of mixed materialspreadinginuniformlayerswithmotorgraderF.Eloaderonapreparedbaseandcompactingwithvibratoryrollertoachievedesireddensity(asperI.S.2720)includingallmaterial,labor,machinery,lightingguarding,barricadingandmaintenanceofdiversioncomplete.[MoRTH specification : Clause 401]. By mechanical means |
