TN_17_10

Amount

(A) Road Work: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.0 (i) By Manual Means B. In area of non-thorny jungle.

Construction of embankment with material obtained from borrow pits, Construction of embankment with approved materials obtained from borrow with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (i) Private land (C/S area as per Statement-I)

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 with lead upto 1000m as per Technical Specification Clause 301.1

Construction of granular sub-base by providing well graded material, spreading in uniform layers with by tractor with grading attachment 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. (ii) For Grading II Material

WBM Grading 3 : Using stone screening type A 13.2mm for Gr :- 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 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical specification Clause 405 (A) By Mnaul Means.

Inter locking Concrete Block pavement. (i)Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504.

A. Retro reflectorised Traffic sign: 1) Providing and erecting of retro reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting 2mm thick fixed on an angle iron of 25x25x4mm 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 M-15 grade cement concrete 45mm x 45mm x60mm, 60mm below ground level as per approved drawings and Technical Specification Clause 801. (iii) 80cm x 60cm rectangular.

A. Retro reflectorised Traffic sign: 1) Providing and erecting of retro reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting 2mm thick fixed on an angle iron of 25x25x4mm 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 M-15 grade cement concrete 45mm x 45mm x60mm, 60mm below ground level as per approved drawings and Technical Specification Clause 801. (iii) 60cm equlater triangle rectangular.

Kilometre Stone Reinforced cement concrete M-15 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. i) Ordinary Kilometer stone (Precast)

Kilometre Stone Reinforced cement concrete M-15 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. iii) 200m stone (Precast)

(B) CD Work: HPC 1000mm dia, (Single Row) 5. Nos. Earth work in excavation for foundation of structure as per drawing and technical specification cl 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead 50m, dressing of sides and bottom and back filling in trenches with excavated suitable materials. I. Ordinary soil, (i) Upto 3.00m depth

(PCC M10 Grade) Plain Cement Concrete Nominal mix crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and complete by vibrataion including curing complete.

Brick Masonry Work in cement mortar 1:3 in foundation complete exculding pointing and diastering as per drawing and technical specification Clause 602,603,604,1202&1204. 1) In cement mortar 1:3

Brick Masonry Work in cement mortar 1:3 in substructure complete excepting pointing and diastering as per drawing and technical specification Clause 602,603,604,1202&1204. 1) In cement mortar 1:3

Plastering with cement mortar (1:3) proporation on brick on brick work in substructure as per technical specification Clauses 313.3 & 1204

Providing and laying RCC Pipe NP3 pipe for culvert on first class bedding of granular materials in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete & masonary works in head walls and parapets clause 1106. b.1000 mm dia.

AMILA NARZARY