SOPD_SIG_19_20_38

Amount

Clearing And Grubbing road land Clearing And Grubbing road land including uprooting wild vege tation, grass ,bushes ,shrubs ,saplings and trees of girth upto 300mm ,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thicknes as per Technical Specification Clause 201. (i) By Manual Means (A) In area of light Jungle.

Compacting Original Ground (i) Compacting original ground supporting Sub-Grade Loosening, of the ground upto a level of 300mm 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 303.5.2

Stripping, Storing and Relaying top soil from Right-of-Way (R.O.W.) Striping-Storing and Pesevation of Top soilby keeping it damp in stock piles and keep wet till it is used by road side at 15m interval and re application on embankment slopes cut slopes and other areas in localities where the available embankment mate

Sripping, storing and relaying top soil from Borrow areas in Agriculture Fields. Stripping of Top Soil from Borrow areas located in agriculture fields storing at a suitable place spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer/land owner as per Technical Specification Clause 302.3.2.

Filling foundation trenches as per drawing and technical specification Clause 305.3.9( Removing Black Cotton Soil From Formation) I) Sand filling

Construction of Embankment with Material Obtained from Borrow Pits Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5m ,transporting to site ,spreading ,grading to reqired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private land

Construction of subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts leads trasporting to site, speading grading to required slope and compacxted to meet requirement of table (300-2)(a) including cost of testing of materials at site and laborotory as directed by the deptt. (a)Private Land

By Mix in Place Method (Construction of Granular sub-base by providing close graded materials, spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC ,andf compacting with vibratory roller to achieve the desired density, compacted as per cl.401(with an initial lead of 5 km)(Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading -II Material

Providing ,laying ,spreading ,and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness ,hand packing , rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,stone screening/bindding materials to fill-up the interstices of coarse aggregates,watering and compacting to the reqd. density.(with an initial lead of km.) By Manual Means WBM Grading III (a) Using Screening Crushable type such as morum or Gravel.

Providing and laying inter locking block pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/Edge Restraints. For Hard Shoulder with ICBP

A.Rectro reflectorised Traffic Signs 1.Providing and fixing of rectro-refletorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide cl.1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm ,600mm below ground level as per drawing and Technical specification cl.801. (I) 90cm equilateral Triangle

A.Rectro reflectorised Traffic Signs 1.Providing and fixing of rectro-refletorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide cl.1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm ,600mm below ground level as per drawing and Technical specification cl.801. (II) 60cm equilateral Triangle

A.Rectro reflectorised Traffic Signs 1.Providing and fixing of rectro-refletorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide cl.1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm ,600mm below ground level as per drawing and Technical specification cl.801. (III) 60cm Circuler

A.Rectro reflectorised Traffic Signs 1.Providing and fixing of rectro-refletorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide cl.1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm ,600mm below ground level as per drawing and Technical specification cl.801. iv)80cmx60cm rectanguler

A.Rectro reflectorised Traffic Signs 1.Providing and fixing of rectro-refletorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide cl.1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm ,600mm below ground level as per drawing and Technical specification cl.801. (VI)60cmx60cm square

Providing reflective Pavement marker with Micro Prismatics lens in both direction having thermoplastic body adhering to the specification and guide lines of MoSTR&Hs fixed to the road surface using the adhesives and the procedures recomendedby the manufactures with three months replacement warranty and free maintenance.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads & 250gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level uniform and free from streaks and holes and conforming to the MoSRT&H specification.

Planting of trees and their maintenance for three year (Planting of trees by the road side (Avenue trees) in .60 m dia holes, 1m deep dug in the ground mixing the soil with decayed farm yard/sludgesmannuare, planting the saplings back filling the trenches watering fixing the tree guard and mainteining the plants for three years.

Earthwork in excavation of foundation of structuires as per drawing & technical specifications cl. 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal up to a lead of 50m dressing of sides and bottom and back filling with in trenches with excavated suitable material. Ordinary soil (i) Up to 3.00m depth

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawing and technical specifications cl. 802, 803, 1202 & 1203 (A) with crushed stone (I) PCC Grade M-10. Nominal Mix

Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing & plastering , as per drawing and technical specification Clause 600,602,603, 604, 1202 & 1203 Brick masonry in 1:3 Cement morter

Brick masonary work in cement mortar 1:3 in sub-structure complete excluding pointing & plastering , as per drawing and technical specification Clause 600,602,603, 604, 1202 & 1203 Brick masonry in 1:3 Cement morter

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry woks, backfilling, concrete & masonry works in head walls and parapets cl.1106. 1000 mm dia pipe

Plastering with cement mortar (1:4) , 15mm thick on brick work in substructure as per technical specification

Providing and laying of dry rubble flooring complete as per drawing technical specifications as per cl. 1303.3

Earthwork in excavation of foundation structure as per drawing and technical specification including setting out construction of shoring and bracing removal of stumps and other delaterious matter dressing of sides and bottom backfilling with approved material. I)Ordinary Soil Upto 3.00m depth.

Providing concrete for Plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802,803, 1202 & 1203. A. With crushed stone (i) PCC Grade M-10 Nominal mix 1:3:6

Brick Masonry work in cement morter in foundation complete excluding pointing and plastering as per drawing and Technical Specification Clause 600, 1202 & 1203 i. Brick masonry in 1:3 cement morter

Brick Masonry work in cement morter in Sub Structure complete excluding pointing and plastering as per drawing and Technical Specification Clause 600, 1202 & 1203 i. Brick masonry in 1:3 cement morter

Providing and laying cement concrete in super structure as per drawing and Techncal Specifications Clause 800,1205.4 & 1205.5. A) With Cushed stone (IV) RCC M-25 (a) Height upto 5.0m

Providing weephole in Brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall,returnwall,with 100mm dia AC pipe extending through the full width of the structures with slope of 19V) : 20(H) towards drawing face complete as per drawing and Technical Specification Clause 614,709,1204.3.7.

Supplying fitting and Placing TMT(Fe-500 -D) reinforcement bar in Super Structure complete as per drawing and Technical specification Clauses 1002, 1010 and 1202.

Back filling behind abutment,Wing Wall,and Return Wall complete as per drawing and Technical specifixation A. Granular materials

Sri Babul Nath