Modernization of various New Construction LR Group No. 5 Assembly Constituency Nabha/Patiala MC Nabha/Bhadson 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./Wid. Link Road (G-5) Assembly Constituency Nabha/ Patiala Rural (MC Nabha / Bhadson) Under Special Assistance to States 2025-26 Phase-II in Dist. Patiala Including Maintenance For 5 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 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 Five Lakh Ninety Seven Thousand Six Hundred & One 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 Twenty Thousand Eight Hundred & Eighty Nine 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 Thirty Eight Thousand &Seventy 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 Fifty Two Thousand Five Hundred & Twenty Eight 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 Seventy Two Lakh Thirty Seven Thousand Four Hundred & Ninety Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 Dismantling stone pitching or soling. (a) Stone pitching dry 8 Cum Excess(+) Full Conversion INR INR Ten Thousand One Hundred & Twenty One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 Relaying of recovered material as GSB obtained from dismanteled road crust as per MORT&H specifications 9 Cum Excess(+) Full Conversion INR INR Four Thousand Eight Hundred & Twenty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

10 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. 10 Sqm Excess(+) Full Conversion INR INR Fourteen Lakh Fifty Six Thousand Nine Hundred & Forty Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

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

12 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) 12 Cum Excess(+) Full Conversion INR INR Two Crore Twelve Lakh Twenty Two Thousand Five Hundred & Twenty Nine Only

13 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) 13 Cum Excess(+) Full Conversion INR INR Three Crore Thirty Two Lakh Twenty One Thousand &Fifty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

14 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 14 Sqm Excess(+) Full Conversion INR INR One Crore Twenty Two Lakh Twenty One Thousand Nine Hundred & Forty Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

15 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 15 Sqm Excess(+) Full Conversion INR INR Fifty One Lakh Twenty One Thousand &Twenty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

16 Providing and laying bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with paver finisher Mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications 16 cum Excess(+) Full Conversion INR INR Two Crore Two Lakh Ninety Nine Thousand Seven Hundred & Ninety One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

17 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. 17 Sqm Excess(+) Full Conversion INR INR Two Crore Thirty Six Lakh Thirteen Thousand Three Hundred & Nine Only

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

19 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. 19 Sqm Excess(+) Full Conversion INR INR One Crore Four Thousand One Hundred & Sixty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

20 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 per directions of Engineer-inCharg 22 Sqm Excess(+) Full Conversion INR INR Forty One Lakh Eighteen Thousand &Thirty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 Dressing of earth work 23 Sqm Excess(+) Full Conversion INR INR One Lakh Twenty Four Thousand Six Hundred & Twenty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

22 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. 24 Cum Excess(+) Full Conversion INR INR Two Lakh Thirty Nine Thousand Four Hundred & Ninety Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

23 Protection Work (Retaining Wall) 2'6'' 25 Mtr. Excess(+) Full Conversion INR INR Nine Lakh Thirty Four Thousand Seven Hundred & Nineteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

24 Protection Work (Retaining Wall) 5'6'' 26 Mtr. Excess(+) Full Conversion INR INR Three Lakh Fifty Six Thousand One Hundred Only

25 Protection Work (Retaining Wall) 6'6'' 27 Mtr. Excess(+) Full Conversion INR INR Twenty Five Lakh Forty Five Thousand Eight Hundred & Forty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

26 Protection Work (Retaining Wall) 3'6'' 28 Mtr. Excess(+) Full Conversion INR INR Eight Lakh One Thousand Two Hundred & Nineteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

27 Protection Work (Retaining Wall) 4'6'' 29 Mtr. Excess(+) Full Conversion INR INR Forty Nine Lakh Two Thousand Nine Hundred & Twenty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

28 Construction 2' span slab type culvert as per approved drawings & specifications 30 Each Excess(+) Full Conversion INR INR Eighteen Lakh Forty Two Thousand Nine Hundred & One Only

29 Construction 10' span slab type culvert as per approved drawings & specifications 31 Each Excess(+) Full Conversion INR INR Twenty Two Lakh Sixty Nine Thousand Seven Hundred & Seventy Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

30 Construction of Causeway 18' wide 32 Mtr. Excess(+) Full Conversion INR INR Fourteen Lakh Forty Thousand Six Hundred & Twenty Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

31 Construction 12"x 12" side drain as per approved drawings & specifications 33 Mtr. Excess(+) Full Conversion INR INR Five Lakh Seventy Four Thousand Two Hundred Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

32 Raising of Existing Side Drain 1'X1' 34 Mtr. Excess(+) Full Conversion INR INR Fourteen Lakh Sixty Thousand Eight Hundred & Sixty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

33 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 35 Each Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

34 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 36 Each Excess(+) Full Conversion INR INR Three Lakh Sixty Two Thousand Eight Hundred & Eighty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

35 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 37 Each Excess(+) Full Conversion INR INR Three Lakh Ninety Thousand Nine Hundred & Sixty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

36 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 38 Mtr. Excess(+) Full Conversion INR INR One Lakh Sixty Nine Thousand Four Hundred & Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

37 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 f 39 Mtr. Excess(+) Full Conversion INR INR Eighty Six Lakh Fifty Nine Thousand Four Hundred & Sixty Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

38 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 40 Mtr. Excess(+) Full Conversion INR INR Thirty Lakh Twenty Four Thousand Two Hundred & Ninety One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

39 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 41 Each Excess(+) Full Conversion INR INR Four Lakh Fifty Three Thousand &Seventy Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

40 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. 42 Each Excess(+) Full Conversion INR INR One Lakh Forty Six Thousand Seven Hundred & Thirty Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

41 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 43 Each Excess(+) Full Conversion INR INR One Lakh Eighty Seven Thousand &Nineteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

42 Edgeline Curve and junction 44 Mtr. Excess(+) Full Conversion INR INR Twenty Four Lakh Sixty Nine Thousand Two Hundred & Forty Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

43 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 45 Each Excess(+) Full Conversion INR INR Two Lakh Forty Nine Thousand One Hundred & Seventy Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

44 Place identification sign board 900X600 mm (CM Board) 46 Each Excess(+) Full Conversion INR INR Four Lakh Ninety Two Thousand Six Hundred & Thirty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

45 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 47 each Excess(+) Full Conversion INR INR Seventeen Lakh Fifty Five Thousand Six Hundred & Fifty Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

46 Utility Shifting 48 each Excess(+) Full Conversion INR INR Two Lakh Only

47 Vediography 49 Each Excess(+) Full Conversion INR INR Twenty One Thousand Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

48 Add 1% Cultural affairs and Heritage Maintenance cess 50 Percentage Excess(+) Full Conversion INR INR Twenty Lakh Twenty Nine Thousand Nine Hundred & Forty Seven Only

49 Routine maintenance (Part-II) 1st year will be considered as defect liability period 51 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos

54 Add 1% Cultural affairs and Heritage Maintenance cess 56 Percentage Excess(+) Full Conversion INR INR Two Lakh One Hundred & Sixty Three Only

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

Total Routine Maintenance cost only

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