APART/NOCP/ROADS/C-02

Amount

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.

Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5. (a) from 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, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) with lead up to 1000m (i) Private land

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading I 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 vibratory roller 8-10 tonnes in stages to proper grade, Camber etc... A. By Manual Means, (III ) Grading II Using Screnning Type B (11.2 mm Agg)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade, Camber etc... A. By Manual Means, (III ) Grading III Using Screnning Type B (11.2 mm Agg)

Interlocking Concrete Block Pavement with Edge Restrain. (i) Providing and laying of interlocking Concrete Block Pavement(M40) having thickness 80 mm as per technical specification clause 1504 complete including carriage a) Excluding Edge Block/ Edge Restraints (rate as per analysis enclosed)

Providing concrete for plain/reinforced concrete in edge restraint complete as per drawing and technical specification Clause 802, 803, 1202 and 1203 A With crushed stone III) PCC Grade M20 Nominal Mix (1:2:4)

Traffic Signs A Retro - reflectorised Traffic Signs (1) Providing an d fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm 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 approved drawings and Technical Specification Clause 801. (ii) 60cm equilateral tringle

Kilometre Stone Reinforced cement concrete M15 grade Kilometre stone / local stone of standard design as per IRC :8 fixing in position including painting and printing , etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast)

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Earth work in excavation for structures as per drawing and Technical specifications clause305.11ncluding setting out , construction of shoring and bracing, removal of stumps and other deleterious materails and disposal upto a lead of 50 m , dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1.in ordinary soil (i)upto 3 m depth

Providing Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(A) With Crushed Stone I.P.C.C. Grade M-10(B) Laying(First Class) bedding on well compacted approved granular material as per Cl. 1105(ii)

Brick Masonry Work in Cement Mortar in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. clauses: 600,1202 & 1203(I) Brick Masonry in 1:3 Cement Mortar

Brick masonry work in cement morter in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications.clauses:602,603,604,1202 & 1204 (I) In 1:3 Cement Mortar (A) Brick Masonry in 1: 3 Cement mortar

Providing & 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 works in head walls and parapets . clause:1106 a) 1000mm dia NP3 HP

Plastering with cement mortar (1:4 ) 15mm thick on brick work in sub-structure as per Technical specifications

DIGANTA BURAGOHAIN

MEHBUB HUSSAIN LASKAR