Improvement of Geometric and M/T on Rakhani Nallah to Nichala Kuthal road km 0/0 to 1/450

Excavation in hilly area in all heights and depths and in all kind of soil by mannual/mechanical means including saturated soil comprising of ordinary soil,soft rock,hard rock chiselling,wedging out of rock(where blasting is prohibited) and their intermediate classification of soild setting out true to the required lines grades width cutting and trimming of side slopes and level as shown in the drawing and as directed by Engineer-in-Charge at site according to the MORD technical specification clause 302,1603 and 1603.2 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transporation of unuseful material for filling in road wyas camber,embankments for grade improvements and disposal of all material to required width of the road or on approved dumping site through all modes of transporation including head load or animal transport or mechanical means alongwith its levelling fine dressing and carriage of machineries ,materials, tolls,equipments and safety measures and incidentials necessary to complete the work by mechanical means.and labour if required all Any loss to the public private property during the course of execution shall be the absolute respensibility of the contractor which shall have to be compensated by him in all cases.The rate including octroi royality Malkhana toll tax sale tax or other taxes imposed by the Govenment

Earth work in excavation for structure and in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock, chiseling /wedging out rocks ( Where blasting is prohibited) for retaining walls, breast walls, culverts, drains and parapets etcetera as per drawings and M.O.R.D. technical specification clause 305.1 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 upto lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty millimeters) compacted thickness including pumping and bailing out water (surface and sub soil water ) upto any depth and any quantum of water including cleaning of slush which may arrise out during dewatering. and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation all leads, lifts and other incidental complete in all respect. . 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 duly compensated by him in all cases .

Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced concretenominal mix 1:6:12( one cement is to six sand is to twelve graded crushed stone aggregate 20millimeter ( Twenty millimeter) nominal size in or under water and curing complete for 14( fourteen) days , in open foundations for all type of structures as in Retaining walls, Breast walls,Abutments,toe walls and the like in foundation of R/walls, B/walls etcetera including pumping or bailing out water ( surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush which may arise at the time of laying under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,803,1202 and 1203 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation all leads, lifts and other incidental complete in all respect. The rate including of octroi, royality, Malkana, tolltax, Sale Tax or other taxes imposed by the government.

Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced concretenominal mix 1:4:8( one cement is to four sand is to eight graded crushed stone aggregate 40 millimeter ( forty millimeter) nominal size in or under water and curing complete for 14( fourteen) days , in open foundations for all type of structures as in Retaining walls, Breast walls,Abutments,toe walls and the like in foundation of R/walls, B/walls etcetera including pumping or bailing out water ( surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush which may arise at the time of laying under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,803,1202 and 1203 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation all leads, lifts and other incidental complete in all respect.

Random rubble masonry with hard stones of approved quality in sub structure in cement mortar 1:6 (one cement is to six sand) for structure like retaining walls, breast walls, wing walls, toe walls, abutment and similar works etcetera, in all heights/depths in or under water including pumping or bailing out water (surface and sub soil water) / dewatering, removal of slushies, which may arise at the time of masonry work under water complete including curing complete as per drawing and technical specification clause 702, 704,1202 and 1204 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation all leads, lifts and other incidental complete in all respect.

Random course rubble dry stone masonry with hard stone of approved quality in sub structure for structure like retaining walls, breast walls etcetra in all heights/depths as per MORD technical specification clause 702,704,1606.5 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation all leads, lifts and other incidental complete in all respect.

Back filling with granular material behind abutments, wing walls, return walls complete as per drawing and M.O.R.D. technical specification clause 1204.3.8 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation all leads, lifts and other incidental complete in all respect.

Providing and laying P.C.C. M-20 copping on the top of the winw wall,return wall & Breast wall etc.complete as per drawing and techanical specification clause 612,710.1204,3.1(1:2:4)and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation all leads, lifts and other incidental complete in all respect.

Loosening of the ground upto a level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table300.1 abd 300.2 forsubgrade construction as per Technical Specification Clause 303.52. complete as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation all leads, lifts and other incidental complete in all respect.

Stone soling properly hand packed filling interstices with Kharanja sotne and consolidating with three wheel 80-100 (eighty -one hundred) KN static roller capacity to achieve the desired density, required gradient and camber inlcuing spreading, watering and rolling of hiding materils moorum or earth etc. compaction with complete as per Technical Specifications contained in para 2.2 ,3.6 and 3.7 of IRC- SP-77 -2008 including hauling/ carriage of materials to various location through all modes of transportation all leads, lifts and other incidental and as per direction of Engineer-In-Charge. The rate including of GST, or other taxes imposed by the government.