Modernization of various New Construction LR Group No. 4 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 Constrcution Link Road (Group No 4) Assembly Constituency Nabha (MC Bhadson) Under Special Assistance to States 2025-26 In Dist. Patiala Including Maintenance of Road For Five Years (One Year Defect Liability Period+Four Years Maintenance 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 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) 2 Sqm Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

3 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. 3 cum Excess(+) Full Conversion INR INR Forty Nine Thousand Seven Hundred & Fifty Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 Dismantling of brick on end edging 4 cum Excess(+) Full Conversion INR INR Thirteen Thousand Three Hundred & Sixty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 Credit of Brick bats obtainted from dismantling of brick edging 5 Cum Excess(+) Full Conversion INR INR Minus Twenty Four Thousand Five Hundred & Seventy Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 Credit of old Bricks obtainted from dismantling of brick edging 6 Each Excess(+) Full Conversion INR INR Minus Thirty Three Thousand Three Hundred & Thirty One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

7 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 7 Mtr. Excess(+) Full Conversion INR INR Thirty Four Lakh Thirty Six Thousand &Sixty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 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. 8 Sqm Excess(+) Full Conversion INR INR Six Lakh Seventy Four Thousand Two Hundred & Fifty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 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 9 Cum Excess(+) Full Conversion INR INR One Crore Seven Lakh Forty Eight Thousand Eight Hundred & Thirty Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

10 Water Bound Macadam Grading I 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 Water Bound Macadam Grading II , watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (without screening) 10 Cum Excess(+) Full Conversion INR INR One Crore Sixty Six Thousand &Seventy Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

11 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) 11 Cum Excess(+) Full Conversion INR INR One Crore Forty Two Lakh Thirty Thousand Two Hundred & Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 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 12 Sqm Excess(+) Full Conversion INR INR Sixty Lakh Twenty Thousand Eight Hundred & Eighty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

13 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 13 Sqm Excess(+) Full Conversion INR INR Sixteen Lakh Forty Five Thousand Two Hundred & Ten Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

14 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. 14 Sqm Excess(+) Full Conversion INR INR Sixty Eight Lakh Fifty One Thousand Seven Hundred & Sixty Seven Only

15 Plastice Waste Providing, laying and compaction of open - graded premix surfacing 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. 15 Sqm Excess(+) Full Conversion INR INR Thirteen Lakh Fifteen Thousand Four Hundred & Sixty Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

16 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. 16 Sqm Excess(+) Full Conversion INR INR Thirty One Lakh Fifty Four Thousand &Seventy Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

17 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 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 pe 17 Sqm Excess(+) Full Conversion INR INR Six Lakh Fifty Seven Thousand Six Hundred & Eighty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

18 Dressing of EathWork 18 Sqm Excess(+) Full Conversion INR INR Forty Four Thousand Eight Hundred & Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

19 Earthwork on berms with earth obtained from borrowpits including compensation of earth taken from private land 19 Cum Excess(+) Full Conversion INR INR Three Lakh Fifty Six Thousand Two Hundred & Ninety Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

20 Protection Work (Retaining Wall) 7'6" 20 Mtr. Excess(+) Full Conversion INR INR Eleven Lakh Forty Eight Thousand Three Hundred Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 Protection Work (Retaining Wall) 2'6" 21 Mtr. Excess(+) Full Conversion INR INR One Lakh Eight Thousand Seven Hundred & Eighty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

22 Protection Work (Retaining Wall) 5'6" 22 Mtr. Excess(+) Full Conversion INR INR Seven Lakh Forty Five Thousand Nine Hundred & Ninety Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

23 Protection Work (Retaining Wall) 3'6" 23 Mtr. Excess(+) Full Conversion INR INR Eight Lakh Forty Thousand Six Hundred & Thirty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

24 Protection Work (Retaining Wall) 4'6" 24 Mtr. Excess(+) Full Conversion INR INR Eight Lakh Eleven Thousand Two Hundred & Seventy Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

25 Construction 5' span slab type culvert as per approved drawings & specifications 25 Each Excess(+) Full Conversion INR INR Six Lakh Seventy Four Thousand One Hundred & Seventy Nine Only

26 Construction 2' span slab type culvert as per approved drawings & specifications 26 Each Excess(+) Full Conversion INR INR Twenty Three Lakh Ninety Five Thousand One Hundred & Seventy Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

27 Construction of Causeway 18' Wide 27 Mtr. Excess(+) Full Conversion INR INR Twenty Five Lakh Two Thousand Two Hundred & Seventy Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

28 Raising of Existing Side Drain 1'x1' 28 Mtr. Excess(+) Full Conversion INR INR Fifty Eight Thousand One Hundred & Seventy Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

29 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 29 Each Excess(+) Full Conversion INR INR Thirty Five Thousand Nine Hundred & Twenty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

30 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 30 Each Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

31 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 31 Each Excess(+) Full Conversion INR INR Two Lakh Twenty Two Thousand Two Hundred & Thirty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

32 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 32 Mtr. Excess(+) Full Conversion INR INR One Lakh Two Thousand Five Hundred & Fifty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

33 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 33 Mtr. Excess(+) Full Conversion INR INR Thirteen Lakh Forty Three Thousand Four Hundred & Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

34 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 34 Mtr. Excess(+) Full Conversion INR INR Ten Lakh Twenty Thousand Nine Hundred & Seventy Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

35 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 35 Each Excess(+) Full Conversion INR INR Two Lakh Thirty Three Thousand One Hundred & Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

36 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 36 Each Excess(+) Full Conversion INR INR One Lakh Twelve Thousand Eight Hundred & Seventy One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

37 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 37 Each Excess(+) Full Conversion INR INR Two Lakh Thirty Thousand Seven Hundred & Eighty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

38 Egdge ling Curve on Junction 38 sqm Excess(+) Full Conversion INR INR Ten Lakh Twenty One Thousand One Hundred & Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

39 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 39 each Excess(+) Full Conversion INR INR One Lakh Eighty Six Thousand Eight Hundred & Seventy Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

40 Place Indentification Sign Board 900x600mm 40 each Excess(+) Full Conversion INR INR Two Lakh Eight Thousand Four Hundred & Twenty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

41 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 41 cum Excess(+) Full Conversion INR INR Fifty Six Lakh Thirty Two Thousand Five Hundred & Thirty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

42 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 42 each Excess(+) Full Conversion INR INR Nine Lakh Twenty One Thousand Nine Hundred & Eighty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

43 Vediography 43 Each Excess(+) Full Conversion INR INR Ten Thousand Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

44 Add 1% Cultural affairs and Heritage Maintenance cess 44 Percentage Excess(+) Full Conversion INR INR Eight Lakh Three Hundred & Sixty Five Only

45 Routine maintenance (Part-II) 1st year will be considered as defect liability period 45 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos

50 Add 1% Cultural affairs and Heritage Maintenance cess 50 Percentage Excess(+) Full Conversion INR INR Eighty Six Thousand One Hundred & Seventy Five Only

Total in Figures Upgradation Cost only INR Eight Crore Eight Lakh Thirty Six Thousand Eight Hundred & Seventy Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

Total Routine Maintenance cost only

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