Modernization of various Link Roads under Special Assistance Scheme for FY 2025 26 and beyond including Routine Maintenance work for 5 Years Group No IV in Distt Rupnagar

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

Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION,

Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION Rupnagar

Name of Work: Modernization/Widening of Rural Link Roads(1) Barwa High School to Munne Length-3.29 kms, (2) Nurpur Bedi to Kanger Length-4.20 kms, (3) Ropar nurpur Bedi Road Aulakh to Asalatpur , Lehrian Length-2.85 kms, (4) Link road Himatpur Kimatpur Allowal Length-2.50 kms, (5) Lehrian to Bhaowal Length-1.90 kms, (6) Nurpurbedi Simbal Majra to Mawa Mukari Length-4.32 kms, (7) Mawa Bhaini Thana Length-4.50 kms, (8) Nurpur Bedi GSR road to Manku Majra Gaddiwal Thana Sangatpura Length-3.43 kms under Special Assistance Scheme for FY 2025-26 and beyond including Routine Maintenance work for 5 years (1st year will be considered as defect liability period) in District Rupnagar (Group-IV)

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 Excavation for Roadway (By Mechanical Means) 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. item 1 Per Cum Excess(+) Full Conversion INR INR Four Lakh Four Thousand Five Hundred & Twenty Four and Paise Twenty Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

2 Compaction of Earth work 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) item 3 Per Sqm Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

3 Construction of Embankment with Earth obtained from Roadway Cutting or Excavation Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications item 4 Per Cum Excess(+) Full Conversion INR INR Eleven Lakh Thirty Five Thousand Nine Hundred & Twenty Two and Paise Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 Dismantling brick work tile, masonry or tile lining i.) Dismantling dry brick work (8.5(i)) item 5 Per Cum Excess(+) Full Conversion INR INR Ninety Nine Thousand Five Hundred & One and Paise Thirty Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 Dismantling stone pitching or soling i) Stone pitching dry. item 6 Per Cum Excess(+) Full Conversion INR INR Nine Thousand Three Hundred & Two and Paise Thirty Five Only 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) item 7 Per Cum Excess(+) Full Conversion INR INR Four Thousand Four Hundred & Twenty One and Paise Sixty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

7 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. 24.14 item 8 Per Rmt Excess(+) Full Conversion INR INR Forty Three Lakh Thirty Seven Thousand Six Hundred & Seventy Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 Scarifying Existing Bituminous Surface to a depthof 50mm by Mechanical Means Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters item 9 Per Sqm Excess(+) Full Conversion INR INR Seventy Four Thousand One Hundred & Sixty Nine and Paise Ninety Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 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) item 11 Per Sqm Excess(+) Full Conversion INR INR Fifty One Thousand Seven Hundred & Forty Two and Paise Thirty Four Only

10 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 24.7 item 12 Per Cum Excess(+) Full Conversion INR INR Eighty Four Lakh Thirty Five Thousand Five Hundred & Fifty and Paise Ninety Nine Only

11 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 item 13 Per Cum Excess(+) Full Conversion INR INR Eighty One Lakh Ninety Four Thousand Two Hundred & Fifty Three and Paise Ninety Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 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 (CSR 24.12ii) item 14 Per Cum Excess(+) Full Conversion INR INR One Crore Ninety Three Lakh Seventy Three Thousand Nine Hundred & Eighty Eight and Paise Ninety Seven Only

13 Surface dressing Providing and laying surface dressing in singlecoat using crushed stone aggregates of specifiedsize on a layer of bituminous binder VG-10 @ 1kg per 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 24.24 item 15 Per Sqm Excess(+) Full Conversion INR INR Sixty Seven Lakh Thirty Nine Thousand Six Hundred & Twenty Seven and Paise Fifty Seven Only

14 Tack Coat @ 0.40kg per sqm 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 specifications item 16 Per Sqm Excess(+) Full Conversion INR INR Twenty One Lakh Thirty Seven Thousand Nine Hundred & Sixty Five and Paise Thirty Only

15 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 item 18 Per Sqm Excess(+) Full Conversion INR INR One Crore Twenty Two Lakh Thirty Five Thousand Eight Hundred & Nineteen and Paise Five Only

16 Seal Coat Type B 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 item 20 Per Sqm Excess(+) Full Conversion INR INR Forty Eight Lakh Eighty Two Thousand Four Hundred & Eighty Eight and Paise Seventeen Only

17 (-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:- (i) Brick Bat item 21 Per Cum Excess(+) Full Conversion INR INR Minus Twenty Three Lakh Ninety Six Thousand &Eighty and Paise Eighty Eight Only

18 (ii) Bricks item 22 Each Excess(+) Full Conversion INR INR Minus Three Lakh Thirty One Thousand One Hundred & One Only

19 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. item 23 Per Cum Excess(+) Full Conversion INR INR Sixty Six Thousand Two Hundred & Six and Paise Eleven Only

20 Patch work with Water Bound Macadam GradingII (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 brooming requisite type of binding materials to fill up the interstices of coarse aggregate, watering and rolling with smooth wheeled roller 8-10 tonnes to match the adjoining surface complete as per technical clause 404 of MORT&H specifications (Without Screening) item 24 Per Cum Excess(+) Full Conversion INR INR Thirteen Thousand Six Hundred & Ninety Eight and Paise Eighty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 Road Structure Work:- Boundary Pillars 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 item 25 Each Excess(+) Full Conversion INR INR Fifty Seven Thousand Nine Hundred & Thirty Three and Paise Twenty Only

22 Kilo Meter Stone Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8- 1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications item 26 Each Excess(+) Full Conversion INR INR Fourteen Thousand Seven Hundred & Thirty One and Paise Sixty Only

23 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 item 27 Each Excess(+) Full Conversion INR INR Seventeen Thousand Six Hundred & Forty Three and Paise Seventy Eight Only

24 200 meter Stone 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 item 28 Each Excess(+) Full Conversion INR INR Fourteen Thousand One Hundred & Nineteen and Paise Twenty Only

25 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) item 18 Each Excess(+) Full Conversion INR

26 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 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. (Including Definition Plate 600x200mm) item 20 Each Excess(+) Full Conversion INR INR Ninety One Thousand One Hundred & Thirteen and Paise Forty Only

27 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 of0.4 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 item 21 Each Excess(+) Full Conversion INR INR Eighty Nine Thousand Six Hundred & Seventy Four and Paise Eighty Six Only

28 Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Double Sided 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 clause6.9 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 item 22 Each Excess(+) Full Conversion INR INR Ninety Four Thousand Seven Hundred & Thirty Eight and Paise Ten Only

29 Road Delineator/Vertical Guide Post Delineator Providing and fixing of Standard Metal Delineator as 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. item 20 Each Excess(+) Full Conversion INR INR Three Lakh Seventy Eight Thousand Seven Hundred & Ninety Three and Paise Eighty Only

30 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 clause804.7.3 of MORT&H 5th revision specifications. item 21 Each Excess(+) Full Conversion INR INR Twenty Five Lakh Seventy Thousand Five Hundred & Eighty Eight and Paise Fifty Nine Only

31 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. item 22 Per Sqm Excess(+) Full Conversion INR INR Ten Lakh Seventy Five Thousand Eight Hundred & Sixteen and Paise Fifty Only

32 Constructing Punjab standard drain type IV complete in all respect as per PWD Specifications. item 26 Per Mtr. Excess(+) Full Conversion INR INR Seven Lakh Seventy Four Thousand One Hundred & Thirty Six and Paise Twenty Only

33 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 item 27 Per Mtr Excess(+) Full Conversion INR INR One Lakh Ten Thousand Five Hundred & Twenty One and Paise Forty Five Only

34 Construction of 10 feet Span Type culvert complete in all respect as per PWD Specifications & drawing attached item 28 Each Excess(+) Full Conversion INR INR Seventeen Lakh Ninety Two Thousand Nine Hundred & Fifty Five Only

35 Construction of 20 feet Span Type culvert complete in all respect as per PWD Specifications & drawing attached item 18 Each Excess(+) Full Conversion INR INR Forty Seven Lakh Sixty Two Thousand Eight Hundred & Eighteen Only

36 Construction of 2.75 Mtr high retaining wall complete in all respect as per PWD Specifications & drawing attached item 23 Per Mtr. Excess(+) Full Conversion INR INR Thirty Two Lakh Seventy Three Thousand Eight Hundred & Twenty Only

37 Construction of 2' Hume Type culvert complete in all respect as per PWD Specifications & drawing attached item 22 Each Excess(+) Full Conversion INR INR Four Lakh Forty Eight Thousand Four Hundred & Seventy Six and Paise Eighty Four Only

38 Constructing of 1' 6" X 2' RCC Side drain with brick work complete in all respect as per PWD Specifications & drawing attached item 23 Per Rmt Excess(+) Full Conversion INR INR Two Crore Sixty Six Lakh Ninety One Thousand Two Hundred & Twenty Five and Paise Fifty Only

39 Constructing of 1' 6" X 1' 6" RCC Side drain with brick work complete in all respect as per PWD Specifications & drawing attached item 24 Per Rmt Excess(+) Full Conversion INR INR Sixty Two Lakh Forty One Thousand Five Hundred & Eleven and Paise Thirty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

40 Construction of 1.5 Mtr high retaining wall complete in all respect as per PWD Specifications & drawing attached item 24 Per Mtr. Excess(+) Full Conversion INR INR Five Crore Forty Three Lakh Eighty Eight Thousand Eight Hundred & Sixteen and Paise Twenty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

41 Removing and laying 80 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks complete in all respect as per PWD Specifications.( in3.05 mtr Wide Road) & as per X-Section attached item 23 Per Mtr. Excess(+) Full Conversion INR INR Nineteen Lakh Thirty Two Thousand Six Hundred & Sixty Four and Paise Eighty Only

42 Removing and laying 80 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks complete in all respect as per PWD Specifications.( in 5.5 mtr Wide Road) & as per X-Section attached item 24 Per Mtr. Excess(+) Full Conversion INR INR One Crore Four Lakh Seventy Thousand Four Hundred & Eighty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

43 Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) item 24 Job Excess(+) Full Conversion INR INR Eight Thousand Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

44 Add extra cost of 1% Cutlural Cess & 1% Cancer cess on total cost as items mentioned above on 1 to 43 item 34 Percentage Excess(+) Full Conversion INR INR Thirty Six Lakh Twenty Seven Thousand &Thirty Six and Paise Fifty One Only

45 Part II Routine Maintenance Work item 35 2 Construction of chamber for 100mm sluices valve item3 10 Nos

46 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 2nd Year) item 36 0.999 Per Km 0.000 Excess(+) Full Conversion INR INR Six Lakh Twenty Four Thousand &Thirty Four and Paise Four Only 2 Construction of chamber for 100mm sluices valve item3 10 Nos

47 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year) item 37 0.999 Per Km Excess(+) Full Conversion INR INR Nine Lakh Seventy Eight Thousand Six Hundred & Sixty Three and Paise Sixty Four Only 2 Construction of chamber for 100mm sluices valve item3 10 Nos

48 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 4th Year) item 38 0.999 Per Km Excess(+) Full Conversion INR INR Sixteen Lakh Twenty Eight Thousand Six Hundred & Five and Paise Eighteen Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

49 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 5th Year) item 39 0.999 Per Km Excess(+) Full Conversion INR INR Twenty Lakh Ninety One Thousand Six Hundred & Sixty and Paise Ninety Six Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

50 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 46 to 49 item 40 Percentage Excess(+) Full Conversion INR INR Fifty Three Thousand Two Hundred & Twenty Nine and Paise Sixty Four Only

Total in Figures INR Nineteen Crore Three Lakh Fifty Five Thousand &Fifty Five and Paise Forty Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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