Periodical maint.of Mohtli Indora AL-II to Pucca Tiala road (Package No.HP-04-95) under performance based financial incentive 2018-19 (during the year 2019-20)

Amount

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 K.N. static Road roller in stages to proper grade and camber, applying and brooming , crushable screening at the rate of 0.22 cum ( zero point two two cubic metres) per ten square metres, to fill up the intersitices of coarse aggregate, watering and compacting to the required density grading –III 53mm to 22.4mm ( fifty three millimetres to twenty two point four millimetres)sizes, 75mm ( seventy five millimetres) compacted thickness as per M.O.R.D. technical specifications clause No. 405 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing and applying tack coat with Bitumen emulsion ( RS-I ) using emulsion pressure distributor at the rate of 0.225 kg. ( zero point two two five kilogramme ) per square meter on the prepared bituminous surface cleaned with hydraulic broom as per technical specifications 503 including hauling of materials in all leads , lifts as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidential charges. The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government .

Providing, laying and rolling of open graded premix carpet of 20mm ( twenty millimeter) compacted thickness composed of type- A with specified sizes of graded stone aggregate 13.2mm ( thirteen decimal two millimeter) to 5.6mm ( five decimal six millimetre) for wearing courses including loading of aggregate at the rate of 0.27cum ( zero point two seven cubic metre), per ten square meter mixed with penetration grade bitumen VG-30 ( viscosity grade-30 ) at the rate of 14.60 Kg. (fourteen point six zero kilogram) per ten square metre of road surface, to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating, binder and aggregate in Hot Mix Plant 30/40 ( thirty / forty ) tonne per hour capacity, transporting mixed materials with tipper and laying with paver finisher to the required grade and camber and rolling with a three Wheel 80-100 ( eighty- hundred) KN static road roller capacity finished to required level and grade to be followed by seal coat type-B complete as per MORD technical specifications clause No. 508 including hauling of materials in all leads , lifts and as per the direction and entire satisfaction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidential. The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government

Providing and laying 25mm ( twenty five millimeter) compacted thick bituminous concrete with minimum 40-60 TPH ( forty –sixty tonne per hour ) hot mix Batch type/ Drum type plant with electronic control grading-II using crushed aggregate 13mm ( thirteen millimeter) nominal size of specified grading premixed with bituminous binder VG-30 ( ( viscosity grade-thirty ) @ 5.40 to 5.60% ( five point four zero to five point six zero percent ) of mix weight transported to site, laid with censor paver finisher hydraulic with censor control to the required grade, level and alignment over a previously prepared surface and rolling complete with smooth Wheel roller 8-10 ( eight to ten ) tonne capacity for initial break down rolling and vibratory roller 8-10 ( eight- ten ) tonne capacity or pneumatic tyre roller of 12-15 ( twelve- fifteen tonne ) with tyre pressure of atleast 0.56 MPa ( zero point five six ) for intermediate rolling and finish rolling with 6-8 ( six to eight ) tonne smooth wheeled tandom roller to achieve the desire compaction as per MORTH technical specification clause 509 including hauling of materials in all leads , lifts and as per the direction and entire satisfaction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidential. The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government

Providing and laying mechanically mixed and vibrated plain cement concrete nominal mix 1 : 4: 8( one cement : four sand : eight graded crushed /broken stone aggregate 40mm ( forty millimeter) nominal size in open foundation . in or under water including pumping or bailing out water, dewatering, removal of slush as required at site, which may arise at the time of laying under water complete as per drawings and M.O.R.D. technical specifications Clause 802, 803, 1202, and 1203 including the cost of form work and curing complete, including hauling of materials in all leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge . The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing and laying of inter locking concrete block pavement having thickness 80mm ( eighty millimeters ) over sand base as per drawing and technical specification clause 1504 complete and as per directions of Engineer -in-charge including carriage of materials. The rates is inclusive royalty, toll tax, sale tax or any other taxes imposed by the Government.

rajat thakur govt contractor