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| 1 | Earth work in cutting or embankment in ordinary soilexcavation to be in the form of regular pits not exceeding 0.50 M in depth and earth workin embankmentto be in 20 CM layers i/cramming 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 10 km form sitecomplete in all respect as per SINO. 253 + 231(a)+261(b) |
| 2 | 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 methodwith Rotavator at OMC , and compacting with smooth wheel rollerto achieve the desired density , complete as per clause 401 by mix in place method, laying, spreadingMaterial on a prepared Sub base |
| 3 | 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. |
| 4 | M -150 Brick Work with 1:4 (one cement & four coarse sand mortar in foundation and plinth including supply of all materials,labour , T & Petc. required for proper completion of the work as per S.I. No 305 (a). |
| 5 | Cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 includingsupply of all materials,labour , T & Petc. required for proper completion of the work as per S.I. No. 279(a). |
| 6 | 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). |
| 7 | Supply of 80 mm thick Precast cement concrate I shapedinterlocking 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 perincluding cost of material, with a blanket Layer 4.00 cm.thick finesand . 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 forGRAY TILES 75% |
| 8 | Same as above but for COLOUR TILES 25% |
| 9 | R.C.C. Work with cement, approved coarse sand & 2 CM gauge approved stone grit in proportions of 1:1.5:3 for slab excluding supply of reinforcement and its bending, but i/c its fixing and binding the same with 24 B.W.G.G.I. binding wire and i/c necessary centering and shuttering etc and supply of all materials,labour , T & Petc. required for proper completion of the work i/c cost of binding wire. The rate excludes making of drip course which shall be paid extra.S.I.N.O.284(a). |
| 10 | M.S.(tor steel or plain) in plain work such as R.C.C. or R.B. work i/c bending for proper shape and i/c supply of steel & its wastage , bend, hooks, and authorized overlapping shall be measured and i/ccost of binding wire. S.I.N.O. 504 |
| 11 | 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 10:5:1ten 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 |
| 12 | ADD GST 18% |
