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| 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. Spec. No.: MORTH 301 ( Item No.Road Sub grade, 2.11, MORTH 301 Page No.23) |
| 2 | Transporting Excavated material at 2 km etc complete. STATEMENT P NO -411 |
| 3 | Supplying hard murum at the road site including conveying and stacking complete. ( Item No.Road Sub grade 2.29a MORTH 408 Page No.24) |
| 4 | Spreading hard murum/ soft murum/ gravel or kankar for side width complete. ( Item No.Road Sub grade 2.30 MORTH 408 Page No.24) |
| 5 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering complete. ( Item No.Road Sub grade 2.31 MORTH 408 Page No.24) |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (11.2) mm Aggregate) Spec : MORTH - 404 ( Item No. 3.19, Page No. 27) |
| 7 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) Spe. No .IRC -SP-20, 2002Clause No. 8.7.3( Item No. 3.35b, Page No. 29) |
| 8 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) Spec : MORTH 503 ( Item No. Road Sub Base and Base Course 3.30 MORTH 503,Page No. 28) |
| 9 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix typehot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) Spec : MORTH 511 ( Item No. 4.12 MORTH 511, Page No. 32) |
| 10 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) Spe.No.MORTH 513 (Item No.4.01 MORTH 513, Page No.32) |
| 11 | Removing cover / Providing Frame cover And Increasing height of Main Sever Line ( UGD gutter ) (Item No. 26.33 ) |
| 12 | Removing cover / Providing Frame cover And Increasing height of Property Chember ( UGD gutter ) (Item No. 26.33 ) Please Enable Macros to View BoQ information |