Chillukarankunnu road in Punnayurkulam GP, Guruvayoor LAC, Thrissur District.

Amount

Road reconstruction

3.5.3 : Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

11.1.1.1 : Excavation for StructuresEarthwork 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth

od995998/2020_2021 : Filling with quarry muck including spreading in layers,levelling and consolidating by ramming etc.complete

3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm 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 Clause 303.5.2.

4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

od581976/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203&lt;br&gt;&lt;br&gt;I.P.C.C grade M 10&lt;br&gt;&lt;br&gt;(i)Nominal mix 1:3:6

od1022646/2020_2021 : Construction of un-reinforced ,plain cement concrete pavement ,thickness as per&lt;br&gt;design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30&lt;br&gt;(grade),coarse and fine aggregates conforming to IS&lt;br&gt;383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2&lt;br&gt;cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side&lt;br&gt;formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including&lt;br&gt;levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using&lt;br&gt;needle,screed, and plate vibrators and finished in continuous operation including provision of contraction&lt;br&gt;and expansion ,construction joints, admixtures as approved,curing of concrete slabs for 14 days,using&lt;br&gt;curing compound(where specified) and water finishing to lines and grade as per drawing and Technical&lt;br&gt;Specifications clause 1501

3.14 : Construction of Subgrade and Earthen Shoulders<br> 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 1000 m as per Technical Specification Clause 303.1.

Traffic Signs

10.2.A.1.2 : Traffic Signs<br>A. Retro-reflectorised Traffic Signs <br> 1 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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 <br> 2 600 mm Equilateral Triangle

10.2.A.1.3 : Traffic Signs<br>A. Retro-reflectorised Traffic Signs<br>1 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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 <br> 3 600 mm Circular

10.3.A.1 : Direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> 1 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

od716010/2020_2021 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (Derived from 8.13 MoRTH Roads)

od994630/2020_2021 : Providing and erecting retro-reflectorised Object Hazard Marker 300mm x&lt;br&gt;900mm&lt;br&gt;Providing and erecting retro-reflectorised Object Hazard Marker sign with 07&lt;br&gt;years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09&lt;br&gt;micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick&lt;br&gt;/ aluminium composit material sheeting 4 mm thick with suitable back support&lt;br&gt;frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly&lt;br&gt;fixed 30cm above ground level by means of properly designed foundation with M&lt;br&gt;15 grade cement concrete 30cmx30x45cm, 45cm below ground level including&lt;br&gt;painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as&lt;br&gt;per approved drawing and clause 801.&lt;br&gt;300 mm x 900 mm(Data from MORTH 55.10.1)

10.10.3 : Kilometre StoneKilometre StoneReinforced 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 1703iii)200 m stone (precast)

10.10.2 : Kilometre Stone Kilometre StoneReinforced 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 2Ordinary Kilometer Stone (Precast)

9.3.C : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C)750 mm dia

LUQMAN MUHAMED

Bidder Name

anoop

LUQMAN MUHAMED