A/R and M/O Link road to Kein Horticulture belt road Km. 0/0 to 1/200(SH Construction R/walls, B/walls and 900mm dia Hume pipe culverts at various RDs ).

Earth Work

Earthwork in excavation for all type of roads, structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) and 1606.1(One six zero six point one) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side & any structure near about, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Providing and laying Plain cement Concrete nominal mix 1:4:8(one cement: four sand: eight graded stone aggregate)25mm (Twenty five) milimetre nominal size mechnically mixed and vibrated for plain/reinforced concrete in/ under water and curing complete for 14 (fourteen) days in open foundation and plinth for all type of structure or similar works like drain etc. including pumping and bailing out water (surface and sub oil water) dewatering for all depth and any quntam of water including removal of slush which may arise at the time of laying under water complete for all hieght/ depth including the cost of form work complete as per MORD technical specification clause 802, 803, 1202 and 1203. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Providing and laying Plain cement Concrete nominal mix 1:3:6(one cement: Three sand: six graded stone aggregate)40mm nominal size mechnically mixed and vibrated for plain/reinforced concrete in/ under water and curing complete for 14 (fourteen) days in open foundation and plinth for all type of structure or similar works like drain etc. including pumping and bailing out water (surface and sub oil water) dewatering for all depth and any quntam of water including removal of slush which may arise at the time of laying under water complete for all hieght/ depth including the cost of form work complete as per MORD technical specification clause 802, 803, 1202 and 1203. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Providing and laying (to level or slope) reinforced cement concrete 900 mm (Nine Hundred millimeter)dia pipe class NP-2( Non Presseure- Two), including jointing for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2(one cement: two sand) including back filling but excluding excavations, protection works, concrete and masonry works in head walls and parapets as per drawings and technical specifications C - 1108. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Providing weep holes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing walls, return wall with 100mm (One hundred) milimetre dia AC pipe extending through the full width of the structures with slope of 1(V):20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709,1204.3.7. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in granular material. as per drawing and HP PWD techinical specifications i/c carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

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