MMNPPNA/GMC/56/124

Amount

Removal of unserviceable materials with disposal upto 1000m (Removal of unserviceable soil including excavation, loading and disposal upto 100m lead but excluding replacement by suitable soil which shall be paid separatelyas per clause305) (Rate as per Analysis)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lefts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per cl. 401(Including cost of testing of materials at site and laboratory as directed by the deptt.), for grading- II Material 401.

WBM(Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density)(With an initial lead of 5.00 km) (Rate as per Analysis)

Providing and laying interlocking concrete block pavement (ICBP) with M40 grade of concrete blocks having thikness 80mm as per technical specification clause 1504 complete including carriage, Edge block/ edge Restraints

RCC Cross Culvert: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Dry rubble Flooring, Construction of dey rubble flooring at cross drainage works for relatively less important works

plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation compacted by vibration including curing for 14 days

Supplying, fitting and placing TMT bar Reinforcement in substructure complete as per drawing and Tecnical specification.with other make ISI rebar

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M20. (a) Height upto 5m

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material

Stone Masonry open drain: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Plain cement concrete 1:3:6 nominal mix in foundation with crused stone aggregate 40mm nominal size mechanically mixed, placed in foundation compacted by vibrationb including curing for 14 days

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clause 702, 704, 1202 and 1204

Loading and Loading by manual means B) Stone aggregates

Plastering with cement mortar (1:3) on brick work in substructure as per technical Specification

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material

RCC Public Approach Slab: Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M20. (a) Height upto 5m

Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and Tecnical specification.with other make ISI rebar

Road side Stone Masonry Guard Wall: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A With crushed StonePCC Grade M15

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clause 702, 704, 1202 and 1204

Loading and Loading by manual means

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Plastering with cement mortar (1:3) on brick work in substructure as per technical Specification

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. (B) Sandy material

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encaspsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per draweings and technical specification clause 801. i) 600mm equilateral triangle

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encaspsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per draweings and technical specification clause 801ii) 600mm Circular

Providing and eractiing direction and place identofication retro reflectorided sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing and technical specification clause 1701

M/S ALPHA INFOTECH