Package No.201_10

ROAD WORK : Clearing and grubbing road land including uprooting wild vegetation, 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 150mm in thickness as per technical specification clause 201. (i) By manual means (A) In area of non thorny jungle

Construction of Embankment with approved material obtained from borrow pits, with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clasue 301.5. (i) Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits, with all lifts 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 (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. (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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A. By Manual Means

Providing and laying interlocking concrete block pavement with M 40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage and edge restarint.

Providing and 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 drawings and Technical Specification Clause 801. ii) 60 cm equilateral triangle.

iii) 60 cm circular

(iv) 800 mm x 600 mm rectangular

Kilometer stone-Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC :8 fixing in position including painting and printing etc. as per drawing and technical specifiction clause 1703. (ii) Ordinary Kilometer Stone (Precast)

(iii) 200m Stone (Precast)

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

CD WORKS : 1000 mm DIA SHPC : 1 NO. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable make. I. Ordinari Soil (i) Upto 3 m depth.

Plain cement Concrete M10 (1:3:6 nominal mix) in levelling course below open founadtion of Head walls as per drawings & Technical Specification Clause 1109. B. With natural Gravel (I) PCC grade M 10 (i) Nominal mix 1:3:6

Laying 1st Class bedding on well compacted sand, moorum as per clause 115 9ii) Granular bedding

Brick masonry work in cement mortar in foundation wall complete excluding painting and plastering as per drawing and technical specification Clauses 1100 (In prop 1 : 4) I. In 1:3 Cement mortar.

Providing and laying reinforced cement concrete pipe NP-3 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. 1000 mm dia.

Plastering with cement Mortar (1:4), 15 mm thick on brickwork in substructure as per Technical Specification.

Utility Shifting