Modernization of various New Construction LR Group No. 3 Assembly Constituency Nabha MC Nabha 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./Widening Link Road (G-3) Assembly Constituency Nabha (MC Nabha)Under Special Assistance to States 2025-26 Phase-II In Dist. Patiala Including Maintenance For Five Years One Year as 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 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 Dismantling of brick on end edging 3 cum Excess(+) Full Conversion INR INR Sixty One Thousand Seven Hundred & One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 Credit of Brick bats obtainted from dismantling of brick edging 4 cum Excess(+) Full Conversion INR INR Minus One Lakh Thirteen Thousand Four Hundred & Eighty Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 Credit of old Bricks obtainted from dismantling of brick edging 5 No. Excess(+) Full Conversion INR INR Minus One Lakh Fifty Three Thousand Eight Hundred & Ninety Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation 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 lift and combined lead up to 60 mtr 6 cum Excess(+) Full Conversion INR INR Three Lakh Thirty Six Thousand Four Hundred & Four 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 Forty Lakh Ninety Six Thousand Nine Hundred & Fifty Two 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 Five Lakh Fifty Four Thousand Eight Hundred & Three 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 Eight Lakh Twenty Six Thousand One Hundred & Sixty Six 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 Two Lakh Three Thousand Eight Hundred & Eighty One 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 Three Crore Fifty Eight Lakh Eight Thousand One Hundred & Eighty Four 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 Eighty Nine Lakh Sixty One Thousand Four Hundred & Four Only

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 Twenty Four Lakh Thirty Four Thousand Four Hundred & Ninety Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

14 Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed wth 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 14 cum Excess(+) Full Conversion INR INR One Crore Fifty Nine Lakh Thirty Thousand Three Hundred & Seventy Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

15 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. 15 Sqm Excess(+) Full Conversion INR INR Ninety Two Lakh Seven Thousand Five Hundred & Ninety One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

16 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. 17 Sqm Excess(+) Full Conversion INR INR Twelve Lakh Eighty Two Thousand One Hundred & Forty Only

17 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. 18 Sqm Excess(+) Full Conversion INR INR Forty Lakh Thirty Four Thousand Three Hundred & Ninety Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

18 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 19 Sqm Excess(+) Full Conversion INR INR Twenty Nine Lakh One Thousand Two Hundred & Fifty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

19 Dressing of Earth work 20 Sqm Excess(+) Full Conversion INR INR Sixty Seven Thousand One Hundred & Forty Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

20 Construction 5' span slab type culvert as per approved drawings & specifications 21 Each Excess(+) Full Conversion INR INR Three Lakh Eleven Thousand Five Hundred & Seventeen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 Construction 2' span slab type culvert as per approved drawings & specifications 22 Each Excess(+) Full Conversion INR INR One Lakh Eighty Four Thousand Nine Hundred & Forty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

22 Construction of Causeway 18' Wide 23 Mtr. Excess(+) Full Conversion INR INR Forty Lakh Forty Six Thousand Four Hundred & Seventy Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

23 Construction of 12''X12'' side drain 24 mtr. Excess(+) Full Conversion INR INR Six Lakh Seventy Three Thousand Two Hundred Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

24 Raising of Existing Side Drain 1'x1' 25 Mtr. Excess(+) Full Conversion INR INR Twenty Eight Lakh Ninety One Thousand &Twenty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

25 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 26 Each Excess(+) Full Conversion INR INR Forty Nine Thousand Seven Hundred & Thirty Five Only

26 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 27 Each Excess(+) Full Conversion INR INR One Lakh Fifty Nine Thousand Four Hundred & Fifty One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

27 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 28 Each Excess(+) Full Conversion INR INR Two Lakh Eighty Two Thousand Five Hundred & Ninety Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

28 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 29 Mtr. Excess(+) Full Conversion INR INR Sixty Four Thousand One Hundred & Fifteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

29 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 30 Mtr. Excess(+) Full Conversion INR INR Twelve Lakh Forty One Thousand Three Hundred & Thirty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

30 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 31 Each Excess(+) Full Conversion INR INR Two Lakh Eighty Two Thousand Three Hundred & Fifty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

31 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 32 Each Excess(+) Full Conversion INR INR Sixty Thousand One Hundred & Ninety Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

32 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 33 Each Excess(+) Full Conversion INR

33 Edge ling Curve on Junction 34 Mtr. Excess(+) Full Conversion INR INR Fifteen Lakh Ninety Six Thousand Two Hundred & Forty One Only

34 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 35 each Excess(+) Full Conversion INR INR Two Lakh Seven Thousand Six Hundred & Forty Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

35 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 36 each Excess(+) Full Conversion INR INR Eighteen Lakh Seventy Five Thousand &Forty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

36 Place Indentification Sign Board 900x600mm CM Board 37 each Excess(+) Full Conversion INR INR One Lakh Eighty Nine Thousand Four Hundred & Seventy Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

37 Utility Shifting 38 each Excess(+) Full Conversion INR INR Six Lakh Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

38 Vediography 39 Each Excess(+) Full Conversion INR INR Eight Thousand Only

39 Add 1% Cultural affairs and Heritage Maintenance cess 41 Percentage Excess(+) Full Conversion INR INR Twelve Lakh Fourteen Thousand One Hundred & Forty Seven Only

40 Routine maintenance (Part-II) 1st year will be considered as defect liability period 42 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos

45 Add 1% Cultural affairs and Heritage Maintenance cess 47 Percentage Excess(+) Full Conversion INR INR Ninety Eight Thousand &Thirty Four Only

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

Total Routine Maintenance cost only

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