| 1 | 1 | 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) | BI01010001010000000000000515BI0100001113 | 50 | cum |
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| 2 | 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 II (Using Screening Type B (11.2 mm) Aggregate) | BI01010001010000000000000515BI0100001114 | 50 | cum |
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| 3 | 3 | Providing and constructing 50 mm. thick Modified PenetrationMacadam (MPM) road surface including all mataerials, preparing theexisting road surface, spreading 40mm. stone metal layers 30%crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying the bitumen of specifiedgrade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achive the desired degree ofcompaction as per Technical Specification Clause 506 etc. complete.Including picking of existing WBM surface.(VG-30 bulk bitumen ratesare considered to arrive at rates) | BI01010001010000000000000515BI0100001115 | 1000 | sqm |
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| 4 | 4 | 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) | BI01010001010000000000000515BI0100001116 | 50 | cum |
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| 5 | 5 | BITUMINOUS CONCRETE:- Providing and laying bituminous concreteusing crushed aggregates of grading 1, premixed with bituminousbinder @ 5.20 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) | BI01010001010000000000000515BI0100001117 | 25 | cum |
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| 6 | 17 | Add For Royalty Charges\nAs Per MMt Sheet \n | BI01010001010000000000000515BI0100001119 | 1 | Nos |
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| 7 | 18 | Add For Quality Control Testing Charges | BI01010001010000000000000515BI0100001120 | 1 | Nos |
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| 8 | 19 | Add For Insurance 1% | | 1 | Nos |
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| 9 | 20 | Add For GST 12% | BI01010001010000000000000515BI0100001121 | 1 | Nos |
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