Modernization of various Link Roads under Special Assistance Scheme for FY 2025 26 and beyond including Routine Maintenance work for 5 Years Group No V 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)Lohand Khad Bridge to Dhadi to Mianpur Rampur Kalyanpur (2)Aps Naina Devi road to Jhajjar Harijan Basti (3)Patalpuri to Kalyanpur (4) Aps Naina Devi road to Bacholi (5)Aps Naina Devi road to Tarkhana Basti Jhajjar (6)Village Jajjar to Basti Bahtian (7)Gurdwara Saheedi Bag to Gattiwal ( Interlockimg Pavers (8)RGN road to Dollowal Lower (9)Gajjpur to Bass Shahpur (10)RGN road to Mithasar (11)Kotla Samalh to Baddal (12)RGN road to Midwan Harijan Basti upto School (13)Tarapur to Samlah to Link road Mindwan to Dhanera (14)RGN road to Gurdwar Lohgarh to Vill and Gurdwara Lodhipur (15)Ropar Nurpur Bedi road to Khad Bathlaour (16)Link road Lodhimajra road to Chandigarhrian Ranjitpura,(17)Link road Lohgarh Phiddey to Rollumajra (18)Link road NH 21 to Gurdwara Nanakpuri,(19) Link road Lodhimajra to Nuhon via Lohgarh Phiddey,(20) Gurdwara Hussainpur,(21)Gollumajra Dhamana to Grewal, (22) Garh Bagha to Govt. high school,(23)Ropar Nurpur Bedi road to Tibba Tapprian Shamshanghat,(24)Ropar Nurpur Bedi road to Vill Bhatton,(25)Lehrian to Gurdwara Kuchal Sahib,(26)Bhatton link road to Bhogipur,(27)Ropar Nurpur Bedi road Garh Bagha to Shamshanghat,(28)Aslalatpur to Sekhpur Pully,(29)Phirni Vill. Bhamanmajra,(30)Jatwar to Harijan Basti,(30)Dhamana to Jhandian road to Shiv Mandir Jatwar(31),Khad Bathlour to Baba Siri Chand Gurdwara, (32)Ropar Nurpur Bedi road to Shamshanghat village Khad Bathlour,(33)Mussapur To T-Point Chairmajara,,(34)Phirni Village Neela Bainsa,,(35)Bajrour to 132 KV Sub Station village Bajrour,,(37)Batarala Shamshanghat and Phirni,,(38)Kullar Ratewal (Distt. Boundary) to Tibba Nangal bainsa Sarai Pattan to Bunga Sahib Road,,(39)Panchayat Sirsa Nagal Samadh Pir Baba Ji,,(40)Link road SYL Canal to School Gurdwara Bariampur, ,(41)Ladal Bairampur to Bass Bairampur,(42)Hussainpur Ladal road to Nankpura road,,(43)Ropar Purkhali road to Fatehpur,(44)Majri Jattan to Bara Sanana,(45)Fatehpur Bhangala road to Sanana (Chore Miani.),(46)Magror Shamshanghat and Gurdwara,(47) Ropar Bypass to Paprala Railon Khurd upto Old Ropar Morinda road(48) Dashmesh Nagar to SKS Acdemy,(49)Mianpur Purkhali road to Hirdapur Kheri, (50)Simble Jhallian to Grewal along SYL Canal.,(51)Panjola to Balamgarh Madwara road.(52)Bindrakh to Nirmal Dera,(53)Panjola to Purkhali road,(54)Purkhali Bindrakh road to Shamshanghat Purkhali.(Const. by PMB),(55)Kudaspur Barri road to Jodhpur road via Radha Swami Satsang Bhawan (Const. by PMB),(56)Bhangala Purkhali road to Kudaspur Barri. (Const. by PMB),(57)Phirni village Haripur (Purkhali),(58)Mianpur Purkhali road to Panjola Panjoli,(59)Phrini Village Jodhpur,(60)Khailidpur to Majri Jattan.,(61)Dera Baba Sri Chand Ji village Thona.,(62)Railon road to Shiv Mandir.,(63)Village Nanakpura,,(64)Approach road Phirni Viilage Akbarpur 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-V)

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

2 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 3 Per Cum Excess(+) Full Conversion INR INR Thirty Four Lakh Twelve Thousand Nine Hundred & Twenty Eight and Paise Seventy Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

3 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 4 Per Cum Excess(+) Full Conversion INR INR One Crore Fifty Three Thousand Five Hundred & Eighty Four and Paise Fifty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 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 5 Per Sqm Excess(+) Full Conversion INR INR Two Lakh Forty Eight Thousand Six Hundred & Eighty and Paise Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 Dismantling brick work tile, masonry or tile lining i.) Dismantling dry brick work (8.5(i)) item 6 Per Cum Excess(+) Full Conversion INR INR One Lakh Five Thousand Four Hundred & Forty Five and Paise Seventy Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 Dismantling stone pitching or soling i) Stone pitching dry. item 7 Per Cum Excess(+) Full Conversion INR INR Six Lakh Forty Thousand Five Hundred and Paise Sixty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

7 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 8 Per Cum Excess(+) Full Conversion INR INR Three Lakh Four Thousand Four Hundred & Eighty Five and Paise Ninety Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 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 9 Per Cum Excess(+) Full Conversion INR INR Four Lakh Fourteen Thousand Six Hundred & Ninety One and Paise Sixty One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 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 11 Per Rmt Excess(+) Full Conversion INR INR Thirty Five Lakh Ninety Six Thousand Nine Hundred & Twenty Eight Only

10 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 12 Per Sqm Excess(+) Full Conversion INR INR Sixty Six Lakh Twenty Four Thousand Seven Hundred & Thirty Five and Paise Seven Only

11 Dense Graded Bituminous Macadam 50mm to 75mm thickness (Grading II) Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a hydrostatic paver finisher with sensor control 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 505 of MORT&H specifications NOTES:- (i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid/ deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE:- I.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for dense bituminous macadam shall meet all requirements set forth clause 505 of MORT&H specifications. II.) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT&H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision). III.) The approved mix shall exhibit the following details source and location of all material:- (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC item 13 Per Cum Excess(+) Full Conversion INR INR Twenty Three Lakh Seventeen Thousand One Hundred & Twenty Five and Paise Eighty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 Bituminous Concrete 30mm to 45mm thickness(Grading II) Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a hydrostatic paver finisher with sensor control 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 NOTES : - (i) Job mix formula for the Bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE : - i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for Bituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications. i) The final grading for the aggregates required for Bituminous concrete confirming to table 500.17 of MORT & H specifications shall be determined after getting theBituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Final aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC. item 14 Per Cum Excess(+) Full Conversion INR INR Three Crore Fifty Seven Lakh Sixty Two Thousand Four Hundred & Thirty One and Paise Twenty Two Only

13 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 15 Per Cum Excess(+) Full Conversion INR INR Twenty Lakh Sixty Nine Thousand Seven Hundred & Eighty Nine and Paise Sixty Four Only

14 Open - Graded Premix Surfacing 20mm thickness 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 24.25 (a) 4.25 (a) item 16 Per Sqm Excess(+) Full Conversion INR INR Two Crore Fifty One Lakh Eighty Seven Thousand Seven Hundred & Thirty Four and Paise Forty Six Only

15 Seal coat 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 24.28 c item 18 Per Sqm Excess(+) Full Conversion INR INR One Crore Four Thousand Five Hundred & Thirty One and Paise Ten Only

16 (-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:- (i) Brick Bat item 20 Per Cum Excess(+) Full Conversion INR INR Minus One Lakh Seventy Six Thousand Four Hundred & Thirty Nine and Paise Ninety Nine Only

17 (ii) Bricks item 21 Each Excess(+) Full Conversion INR INR Minus Four Lakh Three Thousand Three Hundred & Twenty Nine Only

18 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 22 Per Sqm Excess(+) Full Conversion INR INR Fifty Seven Lakh Three Thousand Seven Hundred & Forty Eight and Paise Forty Five Only

19 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 prooming requisite type of binding materials to fill up the interstices of coarse aggaregate , watering and rolling with smooth wheeled roller 8-10 tonnes to match the adjoining surface complete as per technical clasuse 404 of MORT&H specification (without Screening) item 23 Per Cum Excess(+) Full Conversion INR INR Three Lakh Forty Seven Thousand Nine Hundred & Sixty Seven and Paise Twenty Only

20 Rumble Strips with thermoplastic road marking 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 approved 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 item 24 Per Mtr Excess(+) Full Conversion INR INR Four Lakh One Thousand Five Hundred & Fifty Nine and Paise Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 Road Structure Work:- 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 25 Each Excess(+) Full Conversion INR INR Three Lakh Ten Thousand Two Hundred & Three and Paise Seventeen Only

22 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 26 Each Excess(+) Full Conversion INR INR One Lakh Seventeen Thousand Nine Hundred & Seven and Paise Eighty Only

23 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 27 Each Excess(+) Full Conversion INR INR Ninety Nine Thousand Nine Hundred & Eighty Six and Paise Eighteen 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 One Thousand Four Hundred & Eleven and Paise Ninety Two 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 INR Four Lakh Eighty Thousand Five Hundred & Seventy Five and Paise Six Only

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 One Lakh Forty Five Thousand Seven Hundred & Eighty One and Paise Forty Four 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 Five Lakh Seventy Four Thousand Three Hundred & Sixty Seven and Paise Seventy Three Only

28 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 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 Fifty Six Thousand Three Hundred & Fifty One and Paise Seventy Six Only

29 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 20 Each Excess(+) Full Conversion INR INR Six Lakh Fifteen Thousand Seven Hundred & Ninety Seven and Paise Sixty Five Only

30 Advance Direction sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting 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 0.60x0.60x0.75m 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 21 Each Excess(+) Full Conversion INR INR Fifty Nine Thousand Five Hundred & Eighty and Paise Seventy Only

31 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 22 Each Excess(+) Full Conversion INR

32 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 26 Per Sqm Excess(+) Full Conversion INR INR Thirty Four Lakh Eighty Nine Thousand Two Hundred & Ninety Four Only

33 Constructing Punjab standard drain type IV complete in all respect as per PWD Specifications. item 27 Per Mtr. Excess(+) Full Conversion INR INR Eleven Lakh Sixty Five Thousand Three Hundred & Eighty Eight and Paise Eighty Two Only

34 Construction of 10 feet Span Type culvert complete in all respect as per PWD Specifications. item 28 Each Excess(+) Full Conversion INR INR Eight Lakh Twenty Seven Thousand Nine Hundred & Sixty Seven Only

35 Construction of 5 feet Span Type culvert complete in all respect as per PWD Specifications. item 18 Each Excess(+) Full Conversion INR INR Four Lakh Six Thousand Nine Hundred & Eighty Three Only

36 Construction of 2'-0" Hume Pipe culvert complete in all respect as per PWD Specifications. item 23 Each Excess(+) Full Conversion INR INR Seven Lakh Seventy Three Thousand Eight Hundred & Forty One and Paise Sixty Only

37 Constructing of 1' 6" X 2' RCC Side drain with brick work complete in all respect as per PWD Specifications. item 22 Per Rmt Excess(+) Full Conversion INR INR Fifty Six Lakh Ten Thousand One Hundred & Sixty Eight and Paise Ninety Only

38 Constructing of 1' 6" X 1' 6" RCC Side drain with brick work complete in all respect as per PWD Specifications. item 23 Per Rmt Excess(+) Full Conversion INR INR Twenty Lakh Fourteen Thousand Eight Hundred & Seventy Four and Paise Forty Only

39 Constructing of 2' 6" X 2' RCC Side drain with brick work complete in all respect as per PWD Specifications. item 24 Per Rmt Excess(+) Full Conversion INR INR Nine Lakh Sixty Five Thousand One Hundred & Sixteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

40 Construction of 1.0 Mtr high Breast wall complete in all respect as per PWD Specifications. item 24 Per Mtr. Excess(+) Full Conversion INR INR Four Lakh Forty Six Thousand Five Hundred Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

41 Construction of 1.5 Mtr high Breast wall complete in all respect as per PWD Specifications. item 23 Per Mtr. Excess(+) Full Conversion INR INR Fifty Two Thousand Five Hundred & Thirty Only

42 Construction of 1 Mtr high retaining wall complete in all respect as per PWD Specifications. item 24 Per Mtr. Excess(+) Full Conversion INR INR Fifty Three Lakh Sixty Nine Thousand Nine Hundred & Twenty Five and Paise Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

43 Construction of 1.5 Mtr high retaining wall complete in all respect as per PWD Specifications. item 22 Per Mtr. Excess(+) Full Conversion INR INR Twelve Lakh Six Thousand Five Hundred & Eighty One and Paise Forty Only

44 Construction of 2.30 Mtr high retaining wall complete in all respect as per PWD Specifications. item 26 Per Mtr. Excess(+) Full Conversion INR INR Twenty Lakh Thirty Four Thousand Four Hundred & Eighty Only

45 Construction of 2.50 Mtr high retaining wall complete in all respect as per PWD Specifications. item 27 Per Mtr. Excess(+) Full Conversion INR

46 Construction of 2.75 Mtr high retaining wall complete in all respect as per PWD Specifications. item 28 Per Mtr. Excess(+) Full Conversion INR INR Fifty Eight Lakh Eighty Seven Thousand One Hundred & Twenty Five and Paise Fifty Four Only

47 Construction of 5.00 Mtr high retaining wall complete in all respect as per PWD Specifications. item 18 Per Mtr. Excess(+) Full Conversion INR INR Twenty Five Lakh Seventy Thousand Four Hundred & Forty and Paise Thirteen Only

48 Construction of RCC Box Culvert of Size 6 mtr. X 3.5 mtr. (2 span) complete in all respect as per PWD Specifications. item 23 Each Excess(+) Full Conversion INR INR One Crore Fifty Lakh Ninety Three Thousand One Hundred & Sixty Three and Paise Eleven Only

49 Construction of RCC Box Culvert of Size 4 mtr. X 3 mtr. (Single span) complete in all respect as per PWD Specifications. item 22 Each Excess(+) Full Conversion INR INR Forty Seven Lakh Seventy Two Thousand Three Hundred & Fifteen and Paise Forty Eight Only

50 Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates complete in all respect as per PWD Specifications. item 23 Per Cum Excess(+) Full Conversion INR INR Seven Lakh Fifty Two Thousand Seven Hundred & Eighteen and Paise Four Only

51 Providing and laying 80 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks in widening portion complete in all respect as per PWD Specifications. item 24 Per Rmt Excess(+) Full Conversion INR INR Three Lakh Eighty One Thousand Seven Hundred & Twenty Three and Paise Twelve Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

52 Providing and laying 80 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks in widening portion complete in all respect as per PWD Specifications. item 24 Per Sqm Excess(+) Full Conversion INR INR Forty Two Lakh Four Hundred & Thirty Three and Paise Ninety Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

53 Providing and laying 80 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks complete in all respect as per PWD Specifications. item 23 Per Rmt Excess(+) Full Conversion INR INR Three Crore Seventy Two Lakh Seventy Six Thousand Six Hundred & Sixty Five and Paise Thirty Eight Only

54 Providing and laying 60 mm thick (M-35 Grade) factory made cement concrete interlocking paver blocks complete in all respect as per PWD Specifications. item 24 Per Rmt Excess(+) Full Conversion INR INR Forty Two Lakh Seventy Four Thousand Five Hundred & Fifty Four and Paise Ninety Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

55 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. item 27 Per Cum Excess(+) Full Conversion INR INR Thirty Eight Lakh Fifty Thousand Two Hundred & Thirteen and Paise Fifty Only

56 Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) item 28 Per Cum Excess(+) Full Conversion INR INR Five Lakh Seventy Six Thousand Eight Hundred & Eighty One and Paise Twenty Three Only

57 Credit of Steel item 18 Per Kg Excess(+) Full Conversion INR INR Minus Ten Lakh Twenty Five Thousand Nine Hundred & Four Only

58 Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) item 23 Job Excess(+) Full Conversion INR INR Sixty Four Thousand Only

59 Add extra cost of 1% Cutlural Cess & 1% Cancer cess on total cost as items mentioned above on 1 to 58 item 34 Percentage Excess(+) Full Conversion INR INR Forty Three Lakh Eight Hundred & Twenty Three and Paise Ninety Nine Only

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

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

62 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year) item 37 0.000 Per Km Excess(+) Full Conversion INR INR Thirty Four Lakh Twenty One Thousand &Thirty Four and Paise Six Only 2 Construction of chamber for 100mm sluices valve item3 10 Nos

63 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 4th Year) item 38 0.000 Per Km Excess(+) Full Conversion INR INR Sixty Three Lakh Forty Four Thousand Six Hundred & Sixty Five and Paise Ninety Seven Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

64 Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 5th Year) item 39 0.000 Per Km Excess(+) Full Conversion INR INR Eighty Five Lakh Forty Nine Thousand Three Hundred & Twenty Two and Paise Thirty Nine Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

65 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 61 to 64 item 40 Percentage Excess(+) Full Conversion INR INR Two Lakh Five Thousand &Seventy Six and Paise Twenty Four Only

Total in Figures INR Twenty Four Crore Fifty Four Thousand Seven Hundred & Twenty Three and Paise Forty Six Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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