C/O Hingwala Mini Gawas road Km 0/0 to 3/0

Amount

Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per Engineer-In-Charge including of carriage of all equipment and material to various loction through all models of transportation in all leads and lifts and other incidentals..

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 rocks,chiseling/wedging out of rock (where blasting is prohibited) as per drawing and MORD technical specification Clause 305.1 ,1104 and 1606.1 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 materils upto all leads and lifts 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 compacted thickness including shorting and strutting and pumping and bailling out water (surface and sub soil water)upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering and as per the direction of the Engineer in charge carriage of material through all models of transportation in all leads and lifts and other incidentals.

Providing and laying cement concrete 1:2:4(One cement Two sand :Four graded cursed/broken stone aggregate 20 mm) (Twenty millimeters nominal size) mechanically mixed and vibrated in foundation as per drawing and MORD technical specification Clause 802,803,1202 and 1203 and as per Engineer-In-Charge including of carriage of all equipment and material to various loction through all models of transportation in all leads and lifts and other incidentals.

Providing and laying mechanical mixed and vibrated cement concrete for plain/ reinforcement concrete in open foundation concrete concrete 1:3:6: (1cement: 3 sand: 6 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 as per directed by the Engineer-In-Charge inlcuding carriage including carriage of material through all modes of transportion with in all leads and lifts and other incidentals.

Providing and Laying concrete concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 as per directed by the Engineer-In-Charge inlcuding carriage including carriage of material through all modes of transportion with in all leads and lifts and other incidentals.

Providing and Laying concrete concrete 1:1.5:3 (1cement: 1 and half sand: 3 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 as per directed by the Engineer-In-Charge inlcuding carriage including carriage of material through all modes of transportion with in all leads and lifts and other incidentals.

Supplying and fixing placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clause 1002,1010 and 1202.

Back filling behind abutment wing wall and return complete as per drawing and MORD technical specificastion Clause 1204.3.8 and direction of the Engineer in charge including carriage of material through all modes of transportion with in all leads and lifts and other incidentals.

Drainage sports complete as per drawing and technical specification Cluase 1209

Providing weephole in brick masonary/stone masonry ,plain/reinforcement cement concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slop of 1(V);20(H) towards drawing face complete as per drawing and technical specification clauses614,709,1204.3.7.as per directed by the Engineer-In-Charge inlcuding carriage including carriage of material through all modes of transportion with in all leads and lifts and other incidentals.

Earth filling in road as per drawing and technical specification 305.3.9 i/c all leads and lifts as per direction of Engineer in Charge.

Steel work welded in built up sections, trusses and framed work, including cutting hoisting fixing in position and applying a priming coat of red lead paint gratings, framed, guards, bars ladders and railing, brackets and similar works.

PREETI RAITKA