Modernization of various New Construction LR Group No. 1 Assembly Constituency Nabha MC Bhadson under Special Assistance to States 2025-26 in Dist. Patiala with Maintenance for 5 years 1 Year Defect Liability Period and 4 years Maintenance

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

Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION, PWD B&R, NABHA

Name of Work:Modernization of Various New Const. /wideningLink Road (G-1) Assembly Constituency Nabha (MC Bhadson)Under Special Assistance to States 2025-26 Phase-II In Dist. Patiala Including Maintenance For Five Years (1+4) One Year Defect Liability Period

Contract No: Civil Works

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 Construction Work (Part-I) 1 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos

2 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 2 Mtr. Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

3 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. 3 Sqm Excess(+) Full Conversion INR INR Nine Lakh Eighty Three Thousand Six Hundred & Seventy Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 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 4 Cum Excess(+) Full Conversion INR INR One Crore Thirty Eight Lakh Eighty Eight Thousand Seven Hundred & Eighty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 Water Bound Macadam Grading I 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 Water Bound Macadam Grading II , watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (without screening) 5 Cum Excess(+) Full Conversion INR INR One Crore Thirty Seven Lakh Thirty Seven Thousand Two Hundred & Sixteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 Water Bound Macadam Grading II 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 in stages to proper grade and camber, applying and brooming Water Bound Macadam Grading II, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (without screening) 6 Cum Excess(+) Full Conversion INR INR One Crore Forty Four Lakh Fifty Six Thousand Seven Hundred & Ninety Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

7 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 7 Sqm Excess(+) Full Conversion INR INR Seventy Lakh Ninety Seven Thousand Five Hundred & One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 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 clause 503 of MORT&H specifications 8 Sqm Excess(+) Full Conversion INR INR Thirty Six Lakh Eighteen Thousand Two Hundred & Fifty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 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 @ 1.46 kg per sqm, carriage of mixed material to site of work and 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. 9 Sqm Excess(+) Full Conversion INR INR One Crore Three Lakh Eight Hundred & Sixty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

10 Providing, laying and compaction of open - graded premix surfacing with plastic waste of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a countinue type hot mix plant with bituminous binder VG-10 @ 1.34kg 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 tonne 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. 10 Sqm Excess(+) Full Conversion INR INR Twenty Lakh Nineteen Thousand Four Hundred & Thirty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

11 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 @ 0.68 kg per sqm. Carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT & H specifications. 11 Sqm Excess(+) Full Conversion INR INR Forty Seven Lakh Seventy Six Thousand Three Hundred & Thirteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 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. 12 Sqm Excess(+) Full Conversion INR INR Fifty Five Lakh Ninety Five Thousand Nine Hundred Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

13 Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M-35 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. 13 Sqm Excess(+) Full Conversion INR INR One Lakh Six Thousand Five Hundred & Sixty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

14 Dressing of Earthwork (CSR6.3i) 14 sqm Excess(+) Full Conversion INR INR Sixty Nine Thousand Six Hundred & Nineteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

15 Construction 10' span slab type culvert as per approved drawings & specifications 15 Each Excess(+) Full Conversion INR INR Six Lakh Sixty Four Thousand One Hundred & Fifty Four Only

16 Construction 5' span slab type culvert as per approved drawings & specifications 16 Each Excess(+) Full Conversion INR INR Twelve Lakh Forty Four Thousand &Seventeen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

17 Construction 2' span slab type culvert as per approved drawings & specifications 17 Each Excess(+) Full Conversion INR INR Three Lakh Sixty Eight Thousand Five Hundred & Twenty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

18 Construction of Causeway 18' Wide 18 Mtr. Excess(+) Full Conversion INR INR Ninety Four Lakh Eighty One Thousand Two Hundred & Seventy Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

19 Raising of Existing Side Drain 1'x1' 19 Mtr. Excess(+) Full Conversion INR INR Ten Lakh Eighty Two Thousand Seven Hundred & Twenty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

20 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 20 Each Excess(+) Full Conversion INR INR Seventy Four Thousand Six Hundred & Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 21 Each Excess(+) Full Conversion INR INR Two Lakh Seventy Four Thousand Nine Hundred & Fifteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

22 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 22 Each Excess(+) Full Conversion INR INR Three Lakh Eighty Eight Thousand Two Hundred & Twenty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

23 Providing and making rumble strips 15-20mm highat centre, 250mm wide placed at 1m centre tocentre over freshly laid bituminous layer by usingclose graded premix surfacing material type B atapproved 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 23 Mtr. Excess(+) Full Conversion INR INR Eighty Thousand Two Hundred & Seventy Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

24 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 24 Mtr. Excess(+) Full Conversion INR INR Fifteen Lakh Ninety Nine Thousand Nine Hundred & Forty Seven Only

25 Hume pipe road indicator of 350mm dia NP-2 hume pipe 1200mm high, 900mm above ground level, 300mm embedded in ground in cement concrete 1:4:8 of size 0.75x0.75x0.60m, filled with earth and plugged from top with 300mm thick cement concrete 1:2:4, painted with two coats ready mixed exterior paint in black and white strips fixed in position complete as per PWD specifications 25 each Excess(+) Full Conversion INR INR Six Lakh Three Thousand Four Hundred & Ten Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

26 Cautionary sign board 600x600x600mm 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 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. Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 26 Each Excess(+) Full Conversion INR INR Seventy Eight Thousand Seven Hundred & Ninety Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

27 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 27 Each Excess(+) Full Conversion INR INR Sixty Three Thousand Nine Hundred & Sixty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

28 Providing & Fixing 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 as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 28 Each Excess(+) Full Conversion INR INR One Lakh Forty Three Thousand Two Hundred & Forty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

29 Egdge ling Curve on Junction 29 Mtr. Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

30 Double sided Place Indentification Sign Board 900x600mm 30 each Excess(+) Full Conversion INR INR Three Lakh Thirty One Thousand Five Hundred & Eighty Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

31 Providing and laying patch work with bituminous macadam 50mm to 75mm thick using crushed stone aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% in Continuous type hot mix plant, carriage of mixed material to site of work, laid after trimming the pot hole, removal of failed material, laying by suitable means and rolling with a smooth wheeled roller to match the adjoining surface complete as per technical clause 504 of MORT&H specifications 31 cum Excess(+) Full Conversion INR INR Thirty Seven Lakh Seventy One Thousand Six Hundred & Seventy Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

32 Crack Prevention Courses (Stress Absorbing Membrane crack width less than 6mm) (a) Laying of a stress absorbing membrane over a cracked road surface after cleaning the road surface, using modified binder CRMB-55 complying with clause 517 @ 0.90kg per sqm and crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause 517 of MORT&H specifications 32 sqm Excess(+) Full Conversion INR INR Eighteen Lakh Twenty Six Thousand Four Hundred & Eighty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

33 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 33 cum Excess(+) Full Conversion INR INR Two Crore Forty Seven Lakh One Thousand One Hundred & Forty One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

34 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-inCharge 34 sqm Excess(+) Full Conversion INR INR Ninety Two Thousand Nine Hundred & Ninety Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

35 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth 35 cum Excess(+) Full Conversion INR INR Eighty One Thousand Nine Hundred & Thirty Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

36 12.5 mm thick cement plaster 1:4 36 sqm Excess(+) Full Conversion INR INR Twenty Thousand Six Hundred & Seventy Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

37 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 37 cum Excess(+) Full Conversion INR INR Forty Nine Thousand Five Hundred & Seventy Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

38 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 38 cum Excess(+) Full Conversion INR INR Thirty Six Thousand Two Hundred & Seven Only

39 Providing and fixing of Standard Metal Delineatoras per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. 39 cum Excess(+) Full Conversion INR INR Ninety Nine Thousand &Fifty Only

40 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 clause 804.7.3 of MORT&H 5th revision specifications 40 cum Excess(+) Full Conversion INR INR Eighteen Lakh Sixty Five Thousand Eight Hundred & Two Only

41 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. 41 Cum Excess(+) Full Conversion INR INR Six Lakh Fourteen Thousand Five Hundred & Eighty One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

42 Videography 42 Each Excess(+) Full Conversion INR INR Fourteen Thousand Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

43 Add 1% Cultural affairs and Heritage Maintenance cess 43 Percentage Excess(+) Full Conversion INR INR Thirteen Lakh Thirty Five Thousand Four Hundred & Ninety One Only

44 Routine maintenance (Part-II) 1st year will be considered as defect liability period 44 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos

49 Add 1% Cultural affairs and Heritage Maintenance cess 49 Percentage Excess(+) Full Conversion INR INR One Lakh Seventy Three Thousand Six Hundred & Forty Eight Only

Total in Figures Upgradation Cost only INR Thirteen Crore Forty Eight Lakh Eighty Four Thousand Five Hundred & Ninety Eight Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

Total Routine Maintenance cost only

Please Enable Macros to View BoQ information