Tender For Executive Engineer Construction Division Pwd B And R Rupnagar; 1 Dismantlingbrickworktile,masonryortile liningi.) Dismantling dry brick work 2 Dismantling stone pitching or solinga.) Stone pitching dry. 3 Compaction of Earth workc) Compaction ofearth work &Preparation ofsub grade including loosening, leveling of earth 225mm thick top layer, rough ressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieveminimumdrydensityasgiveninthe Table 300-2 as per Technical clause 305 of MORT&Hspecifications.(Incaseoflinkroads earth work to be done by villagers) 4 Brick on End EdgingProviding and laying of brick on end edging 6.83 cm wide, 11.11cm long and 22.86 high half brick deep including excavation, refilling and disposal of surplus earth up to 50 mtr complete as per Punjab PWD specifications. 5 Relaying of recovered material obtained from dismantled road material obtained from road crustas Constructionofgranularsub-basebyproviding material,spreadinginuniformlayerswith motor graderonpreparedsurface,mixingbymixin place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications (Labour Component Only) 6 Granular Sub-BaseConstructionofgranularsub-basebyproviding material,spreadinginuniformlayerswith motor graderonpreparedsurface,mixingbymixin place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications 7 WaterBoundMacadam GradingI(without screening for low volume Roads/undersignedProviding, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compactingtotherequireddensitycompleteas per technical specifications 8 Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications. 9 (-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:- (i) Brick Bat 10 (ii) Bricks 11 Making 50 mm x 50 mm FurrowsMaking 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existingbituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical (Full surface area will be measured for payment) 12 Surface dressing Providing and laying surface dressing in singlecoat using crushed stone aggregates of specifiedsize on a layer of bituminous binder VG-10 @ 1kgper sqm laid on prepared surface after cleaningthe road surface and rolling with 8-10 tonnesmooth wheeled steel roller complete as pertechnical clause 509 of MORT&H specifications. 13 Tack coat with Bitumen VG-10 BulkProviding and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the preparedituminous surface/granular surface treated with prime coat after cleaning the surfacecomplete as per technical specifications 14 Open - Graded Premix Surfacing 20mm thicknessOpen - Graded Premix Surfacing 20mm thickness Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as pertechnical clause510ofMORT&H specifications. 15 Seal coatProviding and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications 16 Earth work excavation in ordinary soil, exclusiveof compensation of earth:-a) Kassi work undressed involving an average horizontalthrow upto2.0metresandan average vertical lift up to 0.5 metres including breaking of clods. 17 Providing andlaying, patch work withstone aggregates of Grading II laidto water bound macadam specification after trimming the pot hole , removal of failed material , hand packing , applying and prooming requisite type of binding materials to fill up the interstices of coarse aggaregate , watering and rolling with smooth wheeled roller 8-10 tonnes to match the adjoining surface complete as per technical clasuse 404 of MORT&H specification (without Screening) 18 Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at locations to control speed and marked with 100mmwide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications 19 Road Structure Work:-Boundary Pillars Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications 20 Kilo Meter StoneReinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8- 1980 fixing in position including painting and printing etc. complete as per technical clause 804of MORT&H specifications 21 Village BoardProviding & fixing of Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD/MORT&H specifications 22 Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . (Including Definition Plate 600x200mm) 23 Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause6.7 of IRC 67-2012 24 Mandatory sign board 600mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . with defination plate) 25 Advance Direction/Informatory sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 26 Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. 27 Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications 28 Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications. 29 Construction of type-IV Side Drain as per standard drawing and design complete in all respect as per PWD specifications 30 Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M-35 grade machine made rubber moulded smooth finish with strong vibratory process and approved size and design/ shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, after dismentling of existing surface complete in all respect as per directions of Engineer-in- Charge. (As per cross section attached) 31 Construction of Solid Causeway as per standard drawing and design complete in all respect as per PWD specifications 32 Construction of 2.50 Mtr. High Retaningwallas per standard drawing and design complete in all respect as per PWD specifications 33 Construction of 3.00 Mtr. High Retaningwallas per standard drawing and design complete in all respect as per PWD specifications 34 Construction of 2.75 Mtr. High Retaningwallas per standard drawing and design complete in all respect as per PWD specifications 35 Construction of 1.50 Mtr. High Breast wallas per standard drawing and design complete in all respect as per PWD specifications 36 Construction of 2 Feet dia Hume Pipe culvertas per standard drawing and design complete in all respect as per PWD specifications 37 Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type With stone aggregates 40mm gauge complete in all respect as per PWD specifications 38 Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing downold paintcomplete in all respect as per PWD specifications 39 Construction ofR.C.C Side Drain Size 1.50 Mtr x 1.50 Mtr as per standard drawing and design complete in all respect as per PWD specifications 40 Boulder Apron for Protection work complete in all respect as per PWD specifications 41 Construction ofSide Drain 1-6 x 1-6as per standard drawing and design complete in all respect as per PWD specifications 42 Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) 43 Add extra cost of Cutlural Cess @ 1% on Total costas items mentioned above on 1 to 42 44 PART-IIAdd Maintenance Cost 45 Part II Routine Maintenance Work Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 2nd Year) 46 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year) 47 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 4th Year) 48 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 5th Year) 49 Add extra cost of Cutlural Cess @ 1% on Total costas items mentioned above on 45 to 48
