Modernization of Various Link Roads (under the scheme Special Assistance to State for Capital Investment 2025-26) Falling in MC Kurali District SAS Nagar(including Routine Maintenance work for 5 years (1st year will be considered as DLP (G-2)

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Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION No. 1, PWD B&R BR., MOHALI.

Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION No. 1, PWD B&R BR., MOHALI.

Name of Work: Modernization of Various Link Roads 1) Kurali to Gharuan via Singhpur, Kalewal, Baroli. (SAS005120/ SAS005001) length 5.85 Km, 2) Kharar Kurali Road to Padiala Kalewal. (SAS005123) length 4.50 Km, 3) (Kharar Kurali Road) to Chitamli.(Kharar Portion) (SAS005125) length 5.24 Km,4) (Kurali Morinda Road) to Goslan Kalewal. (SAS005127)length 2.60 Km, 5) "Barauli to Badanpur. (Balance Work Badanpur)" (SAS

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 TOTAL AMOUNT in Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 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) Ag1 27.31 cum 2419.96 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

2 Dismantling brick work tile, masonry or tile lining i.) Dismantling dry brick work Ag2 658.79 cum 144.65 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

3 Dismantling stone pitching or soling a.) Stone pitching dry Ag3 1572.43 cum 184.36 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 Compaction of Earth work c) 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) Ag4 10482.85 sqm 6.32 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 Brick on End Edging Providing 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. Ag5 42194 mtr 84.22 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 Relaying of recovered material obtained from dismantled road material obtained from road crust as 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 (Labour Component Only) Ag6 943.46 cum 146.44 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

7 Granular Sub-Base 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 Ag7 147.43 cum 1344.19 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 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 Ag8 818.16 cum 2108.06 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 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 Ag9 5438.32 cum 2108.48 Excess(+) Full Conversion INR

10 (-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:- (i) Brick Bat Ag10 329.4 cum 530.96 Excess(+) Full Conversion INR

11 (ii) Bricks Ag11 132911 Nos 3 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 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) Ag12 53863 sqm 5.28 Excess(+) Full Conversion INR

13 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 Ag13 65205.91 sqm 89.73 Excess(+) Full Conversion INR

14 Tack coat with Bitumen VG-10 Bulk 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 Ag14 83987.52 sqm 25.5 Excess(+) Full Conversion INR

15 Open - Graded Premix Surfacing 20mm thickness 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 Ag15 83987.52 sqm 154.67 Excess(+) Full Conversion INR

16 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 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 to MORT&H specifications Ag16 763 Rmt 110.79 Excess(+) Full Conversion INR

17 Seal coat 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 Ag17 83987.52 sqm 60.52 Excess(+) Full Conversion INR

18 Earth work excavation in ordinary soil, exclusive of compensation of earth:- a) 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. Ag18 7794.47 cum 81.3 Excess(+) Full Conversion INR

19 Road Structure Work:- Boundary Piller 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 Ag19 196 Each 1373.38 Excess(+) Full Conversion INR

20 Village Board Providing & 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 Ag20 28 Each 5511.98 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 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 Ag21 8 Each 2763.08 Excess(+) Full Conversion INR

22 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 clause 6.7 of IRC 67-2012 Ag22 19 Each 6921.4 Excess(+) Full Conversion INR

23 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 specification Ag23 18 Each 3979.12 Excess(+) Full Conversion INR

24 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) Ag24 183 Each 3965.74 Excess(+) Full Conversion INR

25 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 Ag25 282 Sqm 649.66 Excess(+) Full Conversion INR

26 Provinding and fixing of Interlocking Tiles Dismantling brick work tile, masonry or tile lining i.) Dismantling dry brick work (8.5(i)) Ag26 1681.53 cum 184.36 Excess(+) Full Conversion INR

27 005121) length 0.38 Km,6) Kharar Kurali Rd.to Laknour Phirni. (SAS005055) length 1.23 Km,7) Link Road Hassanpur Phirni (SAS005133) length 0.27 Km, 8) L/R Allahpur Phirni (SAS005136) length 0.46 Km,9) Phirni Village Dhanauri Link Road (RPR003089) length 0.92 Km,10) Sotal Baba Sotal Phirni with shamshangat and Mandir Baba Sotal Link Road Road (RPR003089) length 1.615 Km,11) Vill.Charheri Phirni (RPR003091) length 0.75 Km,12) Ropar Kurali To Badali Dhianpur to Kurali Morinda road with Phirni Babnara (RPR003092) length 8.15 Km(under the scheme Special Assistance to State for Capital Investment 2025-26) Falling in MC Kurali District SAS Nagar (including Routine Maintenance work for 5 years (1st year will be considered as defect liability period) (Group-2) Ag27 1681.53 cum 146.44 Excess(+) Full Conversion INR

28 Granular Sub-Base 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. Ag28 1633.05 cum 1331.99 Excess(+) Full Conversion INR

29 Cement concrete 1:4:8 using stone ballast 40mm gauge in foundation Ag29 420.9 cum 4349.45 Excess(+) Full Conversion INR

30 Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade Kerb stone laid with Kerb laying machine, all complete as per clause 408 Ag30 7350 Rmt 213.95 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

31 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 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. Ag31 11208.75 sqm 831.21 Excess(+) Full Conversion INR

32 Construction of 2' Dia HP Culvert as per standard drawing and design complete in all respect as per PWD specifications Ag32 6 Each 63747.28 Excess(+) Full Conversion INR

33 Construction of 5' span slab as per standard drawing and design complete in all respect as per PWD specifications Ag33 2 Each 398393 Excess(+) Full Conversion INR

34 Construction of SIDE DRAIN SIZE 1'.6" x2' as per standard drawing and design complete in all respect as per PWD specifications Ag34 135 rmt 4215 Excess(+) Full Conversion INR

35 Repair of Parapit of Culverts as per standard drawing and design complete in all respect as per PWD specification Ag35 1 Each 38960.56 Excess(+) Full Conversion INR

36 Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) Ag36 12 job 1000 Excess(+) Full Conversion INR

37 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 36 Ag37 Percentage 0.01 Excess(+) Full Conversion INR

38 PART-II Add Maintenance Cost Ag38 2 Construction of chamber for 100mm sluices valve item3 10 Nos

39 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 2nd Year) Ag39 27.067 Per Km 29989.39 Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos

40 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year) Ag40 27.067 Per Km 45856.39 Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos

41 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 4th Year) Ag41 27.067 Per Km 74594.24 Excess(+) Full Conversion INR 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

42 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 5th Year) Ag42 27.067 Per Km 95153.01 Excess(+) Full Conversion INR 4 Construction of chamber for 100mm sluice plates item5 10 Nos

43 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 39 to 42 Ag43 Percentage 0.01 Excess(+) Full Conversion INR

Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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