Package No.195_3

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

Dismantling of existing structure like culverts, bridges, retaining walls and other structure comprising of masonry cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (c) ii

Removing all types of Hume pipes and stacking within a lead of 1000m includng Earthwork and Dismantling of Masonry works as per Technical Specification clause 202. Above 600mm to 900mm dia Hume pipe

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 teachnical specification clause 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. (A) By mix in place method (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 (M40) grade of concrete blocks having thickness 80mm as per Technical specification clause 1504 complete including carriage. a) Including Edge block/Edge restraints.

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. 600mm equilateral triangle

600mm circular

800mm x 600mm rectangular

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flate iron 25mm x 5m size on back on edge. 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 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600m 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 color. 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

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS 280 and IS 4826 in 100 x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301.

HPC 1000 mm dia = 1 (one) No. : Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction 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 material.

Providing cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & technical specification clause 1109.

Laying 1st class bedding on well compacted sand, moorum as per clause 115 Type A (Concrete Cradle) Bedding Deduction and Technical Specifications.

Brick masonry work in cement mortar in foundation of wall complete excluding pointing and plastering as per drawing and technical specification clause 1100 (in prop. 1:4).

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 works in head walls and parapets clause 1106. B) 600mm dia

Plastering with cement mortar (1:6) 15mm thick on brick work in substructure as per technical specification.

HPC 1000 mm dia = 3 (three) Nos. : Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction 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 material.

Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawings & technical specification clause 1109.

Laying 1st class bedding on well compacted sand, moorum as per clause 115 Type A (Concrete Cradle) Bedding Deduction and embeded pipe

Plain/Reinforced cement concrete in Open foundation complete as per Drawing and Technical Specifications. Deduction for Hume Pipe P.C.C grade M15/Nominal mix 1:2.5:5

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 works in head walls and parapets clause 1106. B) 1000mm dia

Plastering with cement mortar (1:6) 15mm thick on brick work in substructure as per technical specification. Deduction for Hume pipe

RCC Slab Culvert 2.00 M Span = 1 (One) No. : 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3m depth A. Manual means (Depth up to 3m)

PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days). A. With crushed stone I. PCC grade M10 (i) Nominal mix 1:3:6

Plain/Reinforced cement concrete in Open foundation complete as per drawing and technical Specification. B.PCC grade M15 III.PCC grade M15 (i) Nominal mix (1:2.5:5)

Plain/Reinforced cement concrete in Open foundation complete as per Drawing and Technical Specifications. IV. RCC Grade M20

Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.

Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.

Providing weepholes in brick masonry/stone masonry, plain reinforced concrete abutment wing wall return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing.

Supplying, fitting and placing TMT IS:1786 (Fe500) bar reinforcement in sub-structure complete as per drawing and technical specifications.

Construction of RCC railing of M30 grade in-situ with 20mm nominal size aggregate true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space.

Drainage spouts complete as per drawing and Technical specification.

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