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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place. |
| 2 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1000 m, as per direction of Engineer-in-charge. |
| 3 | Demolishing C.C./R.C.C. work by mechanical means and stockpilingat designated locations and disposal of dismantled materials up to a lead of 1000 m. |
| 4 | Providing & laying design mix cement concrete of M-30 grade, in roads/ driveways, using cement content as per design mix, using coarse sand and graded stone aggregate of40 mm nominal size in appropriate proportionsCement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. |
| 5 | Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @340 kg/cum). |
| 6 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 7 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specifiedspecifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming |
| 8 | Pavering M40 grade 80 mm thick Plainfinish, The job includes supplying and laying layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, |
| 9 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge |
| 10 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, rakingout joints and preparing and plastering the surface of the walls complete, including disposal of rubbish at desired place or outside the premises as desired as per direction of Engineer in charge. |
| 11 | Chequered precast cement concretetiles 22 mm thick in footpath &courtyard jointed with neat cementslurry mixed with pigment to matchthe shade of tiles including rubbing and cleaning etc. completeon 20mm thick bed of cement mortar 1:4(1 cement: 4 coarse sand). Tilesof dark shade pigment usingordinary cement |
| 12 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge |
| 13 | Tubular Structural: Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses etc. including cutting,hoisting fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete |
| 14 | Providing and fixing Klippon Galvalume steel profile sheets |
| 15 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 16 | P.C.C 1:2:4, Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |