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| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (For Grading-III) including all material, labour, taxes but excluding GST |
| 2 | Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 including all material, labour, taxes but excluding GST |
| 3 | Providing and laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agregates using V.G.-10 grade bitumen bitumen to required line grade and level to serve as wearing course on previously prepared base by manual MORD specific ations 508 including all material, labour, taxes but excluding GST |
| 4 | Providing and laying seal coat by manual means with VG-10 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per Technical Specification Clause 510 including all material, labour, taxes but excluding GST |
| 5 | construction of un-reinforced dowel joints at expension & construction joint only plain cement concrete pavement thick,as per designe over a prepared sub-base with 43 grade cement stone grit not exceeding 25mm,coarse sand in the propration of 1:1.5:3 mixing in concrete mixer laid in approved fixed form work and spreading 125 micron th.polythene film,compacted with needle,screed and plate vibrators and fninished in continous operation including supply of all material,labour T&P etc.proper complitation of the work.s.i (new item 9(i))( excluding G.S.T) |
| 6 | R.C.C work with 2cm.gauge apporoved stone grit,coarse sand & cement in the propration of 1:1.5:3 including supply of all material,labour,T & P,excluding supply of reinforcement & bending but including its fixing and binding necessary centering and suttering proper complition of the work.including cost of binding wire, for slab workS.I.284(a)(excluding G.S.T) |
| 7 | M.S (tor steel or plain) in plain work such as R.C.C or R.B work including bending for proper shape and including supply of steel & its wastage,bend,hooks and aurthorised overlapping shall be measured and including cost of binding wire.S.I,504(excluding G.S.T) |
| 8 | Earth work in embankment in ordinary soil in pattries 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 including ramming and dressing the surface to required levels and slops and also including 1.50 M lift and 30 M lead. Complete (excluding G.S.T)(si.253a) |
| 9 | Earth work in foundationin in ordinary soil all same as S.O.R item no. 251 (a) |
| 10 | Cement concrete with 4cm. Gaugestone ballast,fine sand and cement in 8:4:1 proportion all same as.SOR.281 |
| 11 | M-150 Brick work in foundation and plinth but in 1:3 (cement & coarse sand )all same as S.O.R item no.307 |
| 12 | 12mm. Thick plaster with cement and coarse sand of 1.25 fineness modules mortar in 1:3. all same as per S.O.R no.582a Please Enable Macros to View BoQ information |
