Repair of link road connection NH-503 to Bagrot Tillu Km 0/0 to 2/200 and proposed Zoological Park, Bankandi Tehsil Dehra Distt. Kangra (H.P).

Excavation in hilly area in all heights and depths and in all kind of soil by manual/ mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock, chiseling, wedging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, cutting and trimming of side slopes and level as shown in the drawing and as directed by the engineer-in-charge at site according to the MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transportation of useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required. All useful material such as stones shungle, aggregate and slates etcetra shall be sorted out and stacked in proper stack. Recovery of useful stone to the tune of 79.32 cum (seven nine decimal three two cubic metres) quantity at the rate of 300/-(Rupees Three hundred) per cubic metre shall be effected from the contractor's running bills on pro-rata basis as per actual quantity executed. Any loss to the public, private / property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be compensated by him in all cases including carriage of matereials within all leads , lifts and other incidentals The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with in all lifts and leads, transporting to site, spreading, grading by mechanical means to required slope and compacted with three wheel 80-100 (eighty - one hundred) kN static roller to meet requirement of Table 300.2 complete as per MORD technical Specification section 400 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 any other taxes imposed by the Government but excluding GST.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement including setting out, true to the lines, grades, width and side slopes in accordance with drawing including spreading the embankment material with motor grader in successive layer of in layer 200mm (two hundred millimetre) uniforms thickness and compacting with vibratory roller 8-10 ( eight to ten) tonne static weight to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification section 300 & 1600 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 any other taxes imposed by the Government but excluding GST.

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and Parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and lift including dressing of sides, bottom and back filling in trenches with excavated suitable approved material to the original surface in layer not executing 150 mm (one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth any quantam of water including cleaning of slush which may arise out during dewatering complete 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 any other taxes imposed by the Government but excluding GST.

Providing and laying mechanically mixed and vibrated plain/cement concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:4:8, {(one cement isto four sand isto eight graded crushed stone aggregate 40 mm (Forty millimetre nominal size)} on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying concrete complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification section 800,900,1200 & 1600 as per the direction of the Engineer-in-charge, including carriage of materials within all leads lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST.

Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete in road structure as per drawing and M.O.R.D. technical specifications section 1200 and 1600 and as per direction of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST.

Providing and laying 100mm (one Hundred millimetre) dia PVC pipe weep holes in brick masonry/stone masonry, plain reinforced concrete, Abutments, Wing walls, Return walls and retaining/breast walls extended through the full width of the structure with slope I(V):20(H)(One vertical : Twenty Horizontal) towards draining face complete as per drawing and MORD technical specification section 700 and 1200 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 any other taxes imposed by the Government but excluding GST.

Loosening of the ground upto a level of 300mm (Three hundred millimetre) below sub-grade level watered, graded with motor grader and compacting by rolling with Road rollar 8-10kN (eight to Ten) static weight at OMC to achieve the required density as per Tables 300.1 and 300.2 of MORD Technical Specification section 300 and as per direction and the entire satisfaction of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST.

Construction of granular sub-base by providing well graded materials, as per table 401spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three Wheel 80-100 (Eighty-hundred) kN static roller to achieve the desired density, complete as per MORD Technical Specification section 400 for grading-I Material, as per the entire satisfaction and directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam 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 to 100kN (eighty to one hundred kilonewton) weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 and 400.12 and M.O.R.D.Technical Specification section 4060 and as per direction of Engineer-in-charger including carriage of materials within all leads lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST.