Balance work of restoration of rain damages on Jia Manikaran road Km. 1/610 to 35/110 (Job No. No.CRF-HP-2023-24/188)

Excavation in soil in, hilly areas, in all heights and depths, in all kinds of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damages to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out of rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and levels as shown on the drawings and as directed by the Engineer-in-Charge in conformity with the requirement of MoRT&H technical specification 300 to achieve designed formation width including hauling and stacking of materials useful for construction at suitable sites safe manner and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load and animal transport and mechanical means along with its leveling, fine dressing and carriage of machineries, tools, equipment’s and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. During the mobilization period, contractor should take the advanced x-sec in 15 m (fifteen metre) interval of whole road length in the presence of Engineer-in-charge or his representative. In case the advanced x-section has been taken in the presence of Engineer-in-Charge representative, in that case the same has to be got approved from Engineer-in-Charge. The land for dumping sites shall be arranged by the contractors himself and nothing extra shall be paid on this account, filling of unevenness blind age and finishing of the road to specified dimensions or as directed by the Engineer-in-charge for smooth riding. The Recovery for stones, where useful or 1096.19 (one thousand ninty six point one nine) cubic meter at the rae of Rs. 300/- onlu (Rupees three hundred only) per cubic meter amounting to Rs. 3,28,857/- only shall be effected on prorata basis in all circumstances. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST.

Earth work in excavation of foundation for all type of road structure for Emergency work such as retaining walls,Breast walls,Box culverts, HPC and Slab Culverts, drains and parapets etcetera. in all types of classification of soil comprising of ordinary soil ,ordinary rock and hard rocks, chiselling/wedging out of rock (where blasting is prohibited) as per drawing and Technical specifications MoRT&H section 304 and as per direction of Engineer -in -Charge including setting out, shoring and bracing, removal of stumps and other deleterious material and disposal of material up to any lead and upto any lift, including dressing of sides and bottom and back filling in trenches with excavated suitable material to the orignal surface in layers not exceeding 150 mm (one hundred fifty milimeters) compected thickness including sorting and sturting and pumping and bailing out water (surface and sub soil water) up to all depth or any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-in-Charge and including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST.

Plain cement concrete 1:3:6 (one cement : three sand :six graded crushed stone aggregate) nominal mix in foundation with crushed stone aggregate, placed in foundation and compacted by vibration including curing for 14 (fourteen) days complete as per drawing and Technical Specifications MoRT&H section 2100 & 2200 including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and other incidental charges as per entire satisfaction and direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST.

Back filling with granular material behind retaning walls, abutment wing wall and return wall complete as per drawing and MoRT&H. specification clause 710.1.4 and IRC:78 and section 2200 and as per direction of Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals . The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (one hundred milimeter) dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) (one vertical: twenty horizontal) towards draining face complete as per drawing and technical specification MoRT&H section 2706 & 2200. including entire carriage of materials within all leads lifts and other incidentals and as per satisfaction and direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 75mm ( seventy five millimetre) thick specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 Eighty) to 100(Hundred)KN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification MORD Clause 2014. as per direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental . The rate is including Octroi, Royality, Malkana, Toll Tax, or any other Taxes imposed by the Government but excluding GST.

Providing and applying primer coat with bitumen emulsion (SS-I) of HPCL/BPCLon prepared surface of granular base including cleaning of road surface with hydroulic brooms and spraying primer with bitumen emulsion pressure distributor at the rate of 0.85 kg (zero point eight five kilogram) per square meter using mechanical means as per MORD Technical specification section 502 as per the entire satisfaction and directions of Engineer – in- Charge including carriage of materials within all leads,lifts and other incidentals . The rate is including octroi, royality, Malkana, toll tax or other taxes imposed by the Government but excluding GST.

Providing and laying 50mm (Fifth millimetre) compacted thiclnes Bituminious macadam with bitumen of grade VG-10 (ten) @ (at the rate) 3.30% (three point thirty percent by weight of toatl mix) on previously prepared surface with paver finisher to the required grade ,level and alignment rolling with smooth wheeled vibratory and tendem roller compaction as clause 501.6 and 501.7 to achieve the desired compaction prepared in Bath type Hot Mix Plant of 100-120 TPH (one hundred to one hundred twenty tonne per hour) producing on average output 75 (seventy five) tonne per hour using crushed stone aggregates specified grading , premixed with Bituminious binder , transporting the hot mix to work site by tippers , laying with paver finisher equiped with ecetronic sensor to the required , grade , level and alignment snd rolling with smooth wheeled, vibratory and tendewm rollers to achieve the desired the compaction and density as per specification, complete incuding entire carriage of material with in all leads, lifts and technical specifications MORT&H 2013 clause 509 and as per direction by Engineer-in-Charge and other incidentals. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST.

Providing and applying tack coat with Bitumen emulsion RS 1 of HPCL/BPCL on the prepared granular surface treated with primer and cleaned with hydraulic broom and spraying tack coat @ 0.275 Kg (Zero decimal two seven five kilogram) per Square metre as per MORD technical specification section 500, and as per direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST.

Providing and laying 30 mm (Thirty milimeter) thick bituminous concrete with 100-120 TPH (one hundred to one hundred twenty tonne per hour) batch type hot mix plant producing an average output of 120 (one hundred twenty) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-10 (ten) @ 5.50 (five point fifty) per cent of mix weight and transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification section 507. complete in all respects. including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST.