POQ14/SECCA/2016-17 Budget work 2016-17. Improvements to Paravur - Cherai road Providing BMandBC (Balance portion ) in Vyppin LAC

Amount

Resurfacing

2.2 : Clearing grass and Removal of Rubbish - By Manual Means <br>Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

55.7.a : Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

3.6 : Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres <br> Excavation 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 within all lifts and lead upto 1000m

4.12 : 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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.1.a : Prime Coat<br>Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7kg/sqm using mechanical means.

5.2.a : Tack Coat for bituminious surface :-<br> Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

5.3.2.a : Bituminous Macadam :- For Grading II (19 mm nominal size)<br>Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.

5.6.2.a : Bituminous Concrete :- Grading - II (13.2 mm Nominal Size)<br>Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.2 to 5.6 per cent of mix and filler , transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

8.13 : Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface<br>Providing and laying retroreflective hot applied thermoplastic compound 2.5 mm thick applied with thermoplastic paint applicator machine including spraying additional glass beads type 2 @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads, all as per clause803.4 and IRC 35.The finished surface to be level, uniform and free from streaks and holes.

8.35 : Road Markers/Road Stud with Lense Reflector :- Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3

8.4.2 : Retro-Reflectorised Traffic Signs ( Type IV) : 60 Cm equilateral triangle <br>Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with Seven years as warranty manufactured per IRC :67 made of type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50 mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete minimum size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with two coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

8.4.5 : Retro-Reflectorised Traffic Signs(Type IV) : 60 cm x 45 cm rectangular <br> Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

8.4.6 : Retro-Reflectorised Traffic Signs(Type IV) : 60 cm x 60 cm square<br> Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

8.23.A : Metal Beam Crash Barrier - Type - A, "W" : Metal Beam Crash Barrier <br>Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.

2.4.2.B : Dismantling of Structures - Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means<br>Dismantling of existing structures 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 1000 metres -

3.13.1.B : Excavation for Structures - Ordinary soil - (Depth upto 3 m) - Mechanical Means <br> Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

12.4 : P CC 1:3:6 in Foundation <br>Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

12.8.A.1 : PCC Grade M15 <br> Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications

12.8.B : PCC Grade M20 (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications

14.16 : Painting on concrete surface <br>Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

od18393/2016_2017 : Supplying and laying precast chequered cement tiles 22mm thick medium shade using 50% white cement and 50% ordinary cement laid in 12mm thick cm 1:3 ading neatly cement grout for the proper binding of tiles etc complete

8.15 : Road Delineators :- Supplying and installation of delineator (Road way indicators) posts 80- 100cm high above ground level, pained black and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorised panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)

12.8.1.C.1 : RCC Grade M20 - Using Concrete Mixer <br> Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications :-

12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

Eldho Jose

Begorra Infrastructure and Developers Pvt. Ltd

Bidder Name

Begorra Infrastructure and Developers Pvt. Ltd

Eldho Jose

K S Bigili