MODERNIZATION OF LINK ROAD Under the Scheme Special Assistance To states For Capital investment 2025 26 District S.A.S Nagar Including 5 years Maintenance (1 year Defect Liability plus 4 Years Of maintenance)

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: EXECUTIVE ENGINEER, Provincial Division PWD B&R Sangrur

Name of Work: MODERNIZATION OF LINK ROAD Under the Scheme Special Assistance To states For Capital investment 2025-26 District S.A.S Nagar Including 5 years Maintenance (1 year Defect Liability+ 4 Years Of maintenance)

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Work Name Item Code / Make Quantity Unit Rate Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

Dismantling brick work tile, masonry or tile lining Sundried brick work in mud Cum Excess(+) Full Conversion INR

Dismantling stone pitching or soling Stone pitching dry Cum Excess(+) Full Conversion INR

Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications. Rmt Excess(+) Full Conversion INR

Relaying of recovered material obtained from dismantling of road crust as Construction of granular sub-base by providing coarse graded material grading-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. Cum Excess(+) Full Conversion INR

Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications Cum Excess(+) Full Conversion INR

Water Bound Macadam Grading I (without screening for low volume Roads/undersigned Providing, 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 compacting to the required density complete as per technical specifications Cum Excess(+) Full Conversion INR

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 Cum Excess(+) Full Conversion INR

Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existing bituminous 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) Sqm Excess(+) Full Conversion INR

Credit of Brick Bat Cum Excess(+) Full Conversion INR

(Credit of Bricks Nos. Excess(+) Full Conversion INR

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 Sqm Excess(+) Full Conversion INR

Tack coat Providing 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 prepared ituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications Sqm Excess(+) Full Conversion INR

Open - 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 inder 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 per technical clause 510 of MORT&H specifications Sqm Excess(+) Full Conversion INR

Open - graded premix (with Plastic waste) Providing Laying and compaction of open graded premix surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.34 kg per sqm and plastic waste confirming to IRC Norms @ 0.12 Kg per Sqm laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tone capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. The material selection for plastic waste and procedure for mixing plastic waste shall be strictly in accordance with the guidelines given in IRC-SP-98-2003 Sqm Excess(+) Full Conversion INR

Seal Coat Type B Providing 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 Sqm Excess(+) Full Conversion INR

Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods. Cum Excess(+) Full Conversion INR

Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading,carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications (Earth Work in embankment , earth brought from out side with av av lead of 5 Km). Cum Excess(+) Full Conversion INR

.Extra for laying earth/fly ash as per specifications in 20 cm., watering the earth/fly ash laid in 20 cm layers as per specifications & rolling to specifications Cum Excess(+) Full Conversion INR

Rumble Strips with thermoplastic road marking 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 approved locations to control speed and marked with 100mm wide 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 of MORT&H specifications Rmt Excess(+) Full Conversion INR

Compaction of Earth work Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) sqm Excess(+) Full Conversion INR

Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications Rmt Excess(+) Full Conversion INR

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of 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, complete as per directions of Engineer-in- Charge. Sqm Excess(+) Full Conversion INR

Cement concrete 1:6:12 With stone aggregate 40mm gauge mixing by manual means Cum Excess(+) Full Conversion INR

Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by manual means Cum Excess(+) Full Conversion INR

Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications Cum Excess(+) Full Conversion INR

Construction of RCC M-20 Retaining walls due to high embankment, constrained land width. Mtr Excess(+) Full Conversion INR

Construction of RCC M-20 Retaining walls due to high embankment, constrained land width. Mtr Excess(+) Full Conversion INR

Construction of RCC M-20 Retaining walls due to high embankment, constrained land width. Mtr Excess(+) Full Conversion INR

Construction of RCC M-20 Retaining walls due to high embankment, constrained land width. Mtr Excess(+) Full Conversion INR

Construction of RCC M-20 Retaining walls due to high embankment, constrained land width. Mtr Excess(+) Full Conversion INR

Construction of RCC M-20 Retaining walls due to high embankment, constrained land width. Mtr Excess(+) Full Conversion INR

Construction of RCC M-20 Retaining walls due to high embankment, constrained land width. Mtr Excess(+) Full Conversion INR

Construction of RCC M-20 Retaining walls due to high embankment, constrained land width. Mtr Excess(+) Full Conversion INR

Construction of RCC M-20 Retaining walls due to high embankment, constrained land width. Mtr Excess(+) Full Conversion INR

Construction of RCC M-20 Retaining walls due to high embankment, constrained land width. Mtr Excess(+) Full Conversion INR

Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 150mm x 150mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming. Cum Excess(+) Full Conversion INR

Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications Nos Excess(+) Full Conversion INR

kilometer stone Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications Nos Excess(+) Full Conversion INR

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 Nos Excess(+) Full Conversion INR

Village Board Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications Nos Excess(+) Full Conversion INR

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting 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 including 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 . Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 Nos Excess(+) Full Conversion INR

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting 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 Nos Excess(+) Full Conversion INR

Place Identification sign board 900x600mm rectangular (double sided) as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting 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 clause 6.7 of IRC 67-2012 Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012. Nos Excess(+) Full Conversion INR

Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting 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 clause 6.7 of IRC 67-2012 Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012. Nos Excess(+) Full Conversion INR

Mandatory sign board 600mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting 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 . Nos Excess(+) Full Conversion INR

Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. Nos Excess(+) Full Conversion INR

Road Marking with Thermoplastic Compound 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 Sqm Excess(+) Full Conversion INR

Videography of Roads Job Excess(+) Full Conversion INR

Heritage & Culture Cess @ 1.00% percent Excess(+) Full Conversion INR

Cancer Cess @ 1.00% percent Excess(+) Full Conversion INR

Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications. For 2nd Year KM Full Conversion INR

Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications. For 3rd Year KM Full Conversion INR

Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications. For 4th Year KM Full Conversion INR

Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specifications. For 5th Year KM Full Conversion INR

Heritage & Culture Cess @ 1.00% percent Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Quoted Rate in Words INR Thirty Four Lakh Seventy Four Thousand Two Hundred & Eighty Five and Paise Eighty Seven Only

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