Modernization of Link Roads In District Rupnagar under Head Special Assistance 2025 26 with 5 years Routine Maintenance after completion of work (2nd year to 5th year) (1st year will be considered as defect liability period)

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

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

Name of Work: Modernization of Link Roads In District Rupnagar under Head Special Assistance 2025-26 with 5 years Rutine Maintenance after completion of work (2nd year to 5th year) (1st year will be considered as defect liability period)

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

Excavation for roadway in soil by mechanical means with dozer including cutting and pushing earth to embankment site with all lead and lifts up to 100m including trimming bottom and side slopes as per technical clause 301 of MORT&H specifications. Cum Excess(+) Full Conversion INR

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Cum Excess(+) Full Conversion INR

Construction of Embankment with Earth obtained from Roadway Cutting or Excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications. 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 Cum Excess(+) Full Conversion INR

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 metres as per techinical clasuse 305.4.3 of MORT&H specifications. Sqm 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

Dismantling brick edging in strengthening portion include sorting and stacking dismantled material Complete Cum Excess(+) Full Conversion INR

Dismantling of existing Surface Pavement including crust and stacking of usable material and disposal off unusable material complete in all respects. Cum Excess(+) Full Conversion INR

Compaction of earthwork and preparation of sub-grade including loosening leveling of earth 225 mm 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 table 300-2 as per technical clause 305 of MORT&H Specifications. Sqm Excess(+) Full Conversion INR

Relaying of recovered material obtained from dismantled road material obtained from road crust compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications Cum Excess(+) Full Conversion INR

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

Granular Sub-Base (Table 400-1) Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications Cum Excess(+) Full Conversion INR

Water Bound Macadam Grading I (withoutscreening for low volume Roads/undersigned Roads) 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 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 III to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes complete as per technical clause 404 of MORT&H specifications. Cum Excess(+) Full Conversion INR

Patch work with Water Bound Macadam Grading II (without screening) Providing and laying, patch work with stone aggregates of Grading II laid to 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). Cum Excess(+) Full Conversion INR

Surface Dressing Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications Sqm Excess(+) Full Conversion INR

Tack coat with Bitumen VG-10 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 bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications sqm Excess(+) Full Conversion INR

Tack coat with Bitumen RS @ 0.25 kg Providing and applying tack coat with penetration grade bitumen RS using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous 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 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 per technical clause 510 of MORT&H specifications 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

Dense Graded Bituminous Macadam 50mm to 75mm thickness (Grading II) Providing and laying dense graded bituminous macadam 50mm to 75mm thick with continous type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a hydrostatic paver finisher mechancial control 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 NOTES : -(i) Job mix formula for the Dense Bituminous Macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE : -i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT & H specifications. ii) The final grading for the aggregates required for Dense bituminous macadam confirming to table 500.10 of MORT & H specifications shall be determined after getting the Dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix (c) Crushed bajri expressed as percentage by weight of total mix. (d) Final aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of Dense bituminous macadam after compaction will be not less than 2.30 gm/CC. Cum Excess(+) Full Conversion INR

Bituminous Concrete 30mm to 45mm thickness (Grading II) Providing and laying bituminous concrete 30mm to 45mm thick with continous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a hydrostatic paver finisher mechanical control 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 509 of MORT&H specifications NOTES : -(i) Job mix formula for the Bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE : -i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for Bituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications. ii) The final grading for the aggregates required for Bituminous concrete confirming to table 500.17 of MORT & H specifications shall be determined after getting theBituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Final aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC. cum Excess(+) Full Conversion INR

Semi-Dense Bituminous Concrete 25mm to 30mm thickness (Grading II) Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5%, 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 complete as per IRC-111 (2009) specifications cum Excess(+) Full Conversion INR

Plain Cement Concrete Pavement Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications. cum Excess(+) Full Conversion INR

Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer complete as per technical clause 803 to MORT&H specifications Rmt 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, all complete as per directions of Engineer-in- Charge. Sqm 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, all complete as per directions of Engineer-in- Charge. (Labour Rate) Sqm Excess(+) Full Conversion INR

Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. Sqm Excess(+) Full Conversion INR

Const. of 300mm dia Hume Pipe Culvertas per drawing & desgine complete in all respect Each Excess(+) Full Conversion INR

Const. of 450mm dia Hume Pipe Culvertas per drawing & desgine complete in all respect Each Excess(+) Full Conversion INR

Construction of 2'-0" Slab Type Culvert as per drawing & desgine complete in all respect Each Excess(+) Full Conversion INR

Construction of 5'-0" Slab Type Culvert as per drawing & desgine complete in all respect Each Excess(+) Full Conversion INR

Construction of RCC Box Type Culvert as per drawing & desgine complete in all respect Each Excess(+) Full Conversion INR

Construction of Solid Causeway including approaches as per drawing & desgine complete in all respect Each Excess(+) Full Conversion INR

Construction of Const. of 4.5 feet high Brick Masonry Wall as per drawing & desgine complete in all respect Mtr Excess(+) Full Conversion INR

Construction of 3'-0" high Toe Wall as per drawing & desgine complete in all respect Mtr Excess(+) Full Conversion INR

Construction of RCC Drain as per drawing & desgine complete in all respect Mtr Excess(+) Full Conversion INR

Construction of Punjab Standard Drain Type IV as per drawing & desgine complete in all respect Mtr Excess(+) Full Conversion INR

Construction of 4'-6" high RCC Retaining Wall as per drawing & desgine complete in all respect Mtr Excess(+) Full Conversion INR

Construction of 6'-0" high RCC Retaining Wall as per drawing & desgine complete in all respect Mtr Excess(+) Full Conversion INR

Construction of 10'-0" high RCC Retaining Wall as per drawing & desgine complete in all respect Mtr Excess(+) Full Conversion INR

Village Boards Reinforced cement concrete M-15 grade Village Board of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per specifications Each 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 Each Excess(+) Full Conversion INR

Place Identification sign board 900x600mm rectangular as per design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications Each Excess(+) Full Conversion INR

Mandatory Sign board 600mm circular as per design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications Each Excess(+) Full Conversion INR

600x600x600mm Triangular Cautionary Sign board as per design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications Each Excess(+) Full Conversion INR

900x600mm Rectangular Place Identification Sign board as per design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications Each 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 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum 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 0.45x0.45x0.75m 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. Each Excess(+) Full Conversion INR

900x600mm Double Sided board as per design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications Each 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

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 of0.4 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 Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 Each Excess(+) Full Conversion INR

Providing and installation of solar cateye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge Each Excess(+) Full Conversion INR

Dismantling concrete Lime concrete, cement concrete of 1:6:12 or leaner mix Cum Excess(+) Full Conversion INR

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

Moulded Shank Road Stud 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 clause804.7.3 of MORT&H 5th revision specifications. Each Excess(+) Full Conversion INR

Definition Plate 600x200mm rectangular as per 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. specifications. 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 welded with vertical post of sign board complete as per clause 801 of MORT&Hspecifications. 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 Each Excess(+) Full Conversion INR

Earth work excavation in ordinary soil, exclusiveof compensation of earth:- 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

Dressing of earth work New work or remodeling work.Unit Sqm Excess(+) Full Conversion INR

Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) Job Excess(+) Full Conversion INR

(-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:- (i) Brick Bat Cum Excess(+) Full Conversion INR

(ii) Bricks Each 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 One Crore Twelve Lakh Sixty Five Thousand Four Hundred & Twenty Eight and Paise Ninety Only

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