Construction of link road to village Ladoie in Km 0/0 to 1/100

Excavation in hilly area in all heights and depths and in all kinds of soil by manual /mechanical means including saturated soil comprising of ordinary soil ,ordinary roack,soft rock ,hard roack chieseling ,wedging out rock (where blasting is probihitted )and their intermediate classification of soil compelet including setting out true to the require lines,grades,width ,cutting and trimming of side slopes and levels as shown on the drawings and as direction of engineer-in-charge at site ,according to the technical specification section 300 and 1600 and sorting out useful material and stacking the same within all leads liftts in acquired width of road and transportation of un-usal materials for filling in roadway camber ,embankement for grade improvements abd disposal of all surplus material to dumping site is to be selected by the contractor at his own level in private land only through all modes of transportation including head load or animal transpot or mechanical means alongwith its leveling fine dressig and carriage of machineries material,tool ,equipment and safety measures and other incidental necessary to complete the work by contractor .

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera 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 MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150mm (one hundred fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Loosening of the ground upto a level of 300 mm (three hundred millimetre) below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 and direction of Engineer-in-charge including carriage of all labour, equipments and materials to various location through all modes of transpotation including all leads and lifts and other incidenta. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etcetra complete as per HP PWD specification 100 mm (one hundred millimetre) spread thickness (finished work including materials and labour) and as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rates are inclusive of the oct

Providing and Laying plain cement concrete 1:4:8 (one cement is to four sand isto eight graded crushed stone aggregate with nominal mix in open foundations complete as per drawing and technical specifications clauses 802, 803, 1202 & 1203 and as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octroi, royalty, Malkana, toll tax, sales tax,GST or any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated reinforced cement concrete in sub structure Grade-M-20 (M-Twenty) designed mix with cement contents not less than of 350 kgs. (three hundred fifty kilograms) per cubic meter with 20mm (twenty millimeter) nominal size graded crushed stone aggregate in flooring , causeway etcetera for all heights/depths, including cost of form work and curing complete but excluding the cost of reinforcement for reinforced concrete work as per drawing and MORD technical specification section 800, 900 & 1200 and as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government.

Providing and laying of boulder apron laid in wire crates with 4 mm (four milimetre) dia G.I wire conforming to IS: 280 and IS: 4826 in 100 mm x 100 mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stone boulders weighting not less than 25 Kg (twenty five kilograme) each as per drawing technical specifications Clause 1301 and as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rates are inclusive of the octori, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.