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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to alead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mmin thickness. |
| 2 | 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density.Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 3 | 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II(Using Screening Type B (11.2 mm) Aggregate) |
| 4 | Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 100% crusher broken metal with conical crusher plant , heating and sprayingthe bitumen of specified grade @ 2Kilogram/ Square Metre , spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desireddegree of compaction as per Technical Specification Clause 506 etc.complete, includingapplying tack coat of specified grade of bitumen at the rate of 0.30KilogramSquare Metre. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 5 | BITUMINOUS MACADAM:--Providing and laying bituminous macadamusing crushed aggregate of Grading 1, premixed with bituminousbinder, transported at site with VTS, laid over a previously preparedsurface , finished to the required grade ,level, alignment,and rolling toachieve the desired density for 80/100 mm compacted thickness withdrum mix type hot mix plant with SCADA having complying essentialfeatures of Hot mix plant as per IRC-27 2009 specified conditions andattachments such as electronic load sensor based beltconveyers,automatic synchronization of bitumen and aggregatefedder,built in dust controller system and PLC for Drum Mix plant,Sensor paver,and Vibratory roller excluding prime/Tack coat etc.complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumenrates are considered to arrive at rates) |
| 6 | BITUMINOUS CONCRETE:- Providing and laying bituminous concreteusing crushed aggregates of grading 1, premixed with bituminousbinder @ 5.40 per cent by weight of total mix and filler, transported tosite with VTS , laid over a previously prepared surface, finished to therequired grade, level, alignment, and rolling to achieve the desiredcompaction for 50 mm compacted thickness with specified grade ofBitumen,Excluding prime / tack coat. For Bitumen of specified grade --USING Batch mix type hot mix plant with SCADA, Sensor Paver,Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates areconsidered to arrive at rates) |
| 7 | Road Marking with Hot Applied Thermoplastic Compound withReflectorizing Glass Beads on Bituminous Surface- Providing andlaying of hot applied thermoplastic compound 2.5 mm thick includingreflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 .Thefinished surface to be level, uniform and free from streaks andholes.complete. |
| 8 | Supplying and fixing of Plastic body studs with two shanks andwithout shanks of SWAREFLEX or equivalent in yellow, red and whitecolor made of ABS body with size 100*100*17.9 mm, having reflectivepanels of 34 special Swaro glass reflective elements embedded inplastic and 19 degrees tilted to provide the highest reflectivity. Havingreflective panels in yellow, red and white plastic with yellow, red,white or green Swaro glass elements. The studs shall have acompressive strength test certificate of 25 tons in accordance withASTDM D 4280 and successfully passing retro reflectivity test as perEN 1463-1 and the road test EN 1463-2 from a reputed laboratory. Thefixing of the road studs shall be done by using a recommended TwoComponent Epoxy. In addition two holes should be drilled in thedepth of 50 mm on the road for the version with two shanks |
| 9 | Add For Royalty ChargesAs Per MMT Sheet |
| 10 | Add For Quality Control Testing Charges |
| 11 | Add For GST Charges 12 % on A |
| 12 | Add 1% Insurance on A |
