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| 1 | Earth work in cutting or in 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 including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move ) incl 2.00Km cartage. |
| 2 | Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor grader/Tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with Rotavator at OMC and compacting with Smooth wheel roller to achieve the desired density complete as per Technical Specification Clouse 401 |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.G-II |
| 4 | Providing, laying, spreading and compacting Stone aggregates of specific sizes to Water Bound Macadam (WBM-G-III) specification incl spreading in uniform thickness, hand packing , rolling with three wheel 80-100kN static roller in stage to proper grade and camber , applying and brooming , crushable screening to fill up the interstices of coarse aggregate , watering and compacting tothe required density Grading 3 as per Technical Specification Clause 405. |
| 5 | Providing and applying primer coat with bitumen emulsion (SS-A) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 6 | Providing and applying tack coat with Bitumen emulsion (RS) at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surfacer treted with primer / bitumenours surface as per Technical Specification Clause 503. |
| 7 | Providing , Laying and Rolling of open graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 to required line grade and level to serve wearing course on a previously prepared base ncluding mixing in a suitable plant , laying and rolling with a three wheel 80-100 kN Static roller capacity , finished torequired level and grades, as per technical specification Clause 508 ( By manual means) |
| 8 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 |
| 9 | Laying cement concrete pipe NP-3 600 MM DIA ( burried conduits) on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavaation ,protection works, backfilling,concrete and masonry works in heah walls and parapets- as per Technical Specification Clause 1100 (9.3,C) |
| 10 | S/F of Sign board i/c supply of material,labours,T&P i/c all etc. with writing and painting complete in all respects as per direction of Er.-In Charge (Rate Sanction As Per S.E. R.E.D. Moradabad ) Please Enable Macros to View BoQ information |
