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| 1 | CONSTRUCTION WORK DETAILS |
| 2 | Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 CM layers i/c ramming and dressing the surface to required levels and slopes and also i/c 1.50M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 M distance as directed by Engineer in charge including cartage of earth fly ash when added to schedule item No.253 upto 05 km form site complete in all respect as per SINO. 253 + 231(a)+261(b) |
| 3 | Construction of Granular Sub Base providing well graded Mterial spreading in uniform layer with tractor mount grader on prepared surface mixing by mixing in place method with Rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density , complete as per clause 401 by mix in place method, laying, spreading Material on a prepared Sub base |
| 4 | Providing ,Laying ,Spreading and compacting machine crushed stone ballast of approved quarry of hand packing , Rolling with Smooth wheel Roller 80-100 KN in stage to proper camber Applying Brooming ,with type B Screening material bund to protect edge lighting gaurding barricading etc i/c cost of material labour T&P etc. |
| 5 | M -150 Brick Work with 1:4 (one cement & four coarse sand mortar in foundation and plinth including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No 305 (a). |
| 6 | Cement concrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 including supply of all materials, labour , T & P etc. required for proper completion of the work as per S.I. No. 279(a). |
| 7 | 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, T & P etc. required for proper completion of the work as per S.I. No.584(a). |
| 8 | GRAY TILES Supply of 80 mm thick Precast cement concrate I shaped interlocking paver blocks ISI mark confirming to IS:15658-2000 with top Layer of minimum 5 mm thickness having plan dimension 200 x (160+120 mm) of O.P cement , smooth high gloss finish, skid resistant, manufactured from rubber moulds through vibro-compression mechanism. The compressive strenth of concrate paver block shall not be less then 40 MPa & weight 4.50 kg per including cost of material, with a blanket Layer 4.00 cm.thick fine sand . including labour,T&P etc.required for proper complition of the work as directed by Engineer-in-charge.item no-14 and page no-49 |
| 9 | COLOR TILES Supply of 80 mm thick Precast cement concrate I shaped interlocking paver blocks ISI mark confirming to IS:15658-2000 with top Layer of minimum 5 mm thickness having plan dimension 200 x (160+120 mm) of O.P cement , smooth high gloss finish, skid resistant, manufactured from rubber moulds through vibro-compression mechanism. The compressive strenth of concrate paver block shall not be less then 40 MPa & weight 4.50 kg per including cost of material, with a blanket Layer 4.00 cm.thick fine sand . including labour,T&P etc.required for proper complition of the work as directed by Engineer-in-charge.item no-14 and page no-49 |
| 10 | Supply and fixing og M.S sign board made up of 4x40x6 mm angle (vertical post of length 2.75 meter ), 40x5 mm flat cross angle 1 mm thick M.s. Sheet (1.20x.90 sq m)including excavation of pit (0.45x0.45x0.45 cum m), cement concrete 10:5:1 ten brick ballast, five fine sand & cement 10 cm thick ,cast cement concrete 1:2:4 mortar cement , coarse sand and 20 mm size stone grit (0.35x0.35x0.35), Two coat painting layer latter writing up to 2.50 size (225 Nos) etccomplete as per direction of engineer -in-charge. |
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