Modernization Widening new Construction of Various Rural Link Roads under Special Assistance Scheme for FY 2025 2026 in District Rupnagar Group V

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 t

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 21084.5 Per Sqm 6.92 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

2 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 61 to 64 item 3 1678.74 Per Cum 2033.03 Excess(+) Full Conversion INR 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 5070.5 Per Cum 1982.76 Excess(+) Full Conversion INR 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 43098.8 Per Sqm 5.77 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 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 6 664.56 Per Cum 158.67 Excess(+) Full Conversion INR 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 3162.81 Per Cum 202.51 Excess(+) Full Conversion INR 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 1897.7 Per Cum 160.45 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 Dismantling brick work tile, masonry or tile lining i.) Dismantling dry brick work (8.5(i)) item 9 333.19 Per Cum 1244.61 Excess(+) Full Conversion INR 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 40800 Per Rmt 88.16 Excess(+) Full Conversion INR

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 282866.57 Per Sqm 23.42 Excess(+) Full Conversion INR

11 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 13 236 Per Cum 9818.33 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 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 14 3246.19 Per Cum 11016.74 Excess(+) Full Conversion INR

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 23157.19 Per Cum 89.38 Excess(+) Full Conversion INR

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 174660.11 Per Sqm 144.21 Excess(+) Full Conversion INR

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 174660.11 Per Sqm 57.28 Excess(+) Full Conversion INR

16 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 20 332.3 Per Cum 530.96 Excess(+) Full Conversion INR

17 (ii) Bricks item 21 134443 Each 3 Excess(+) Full Conversion INR

18 (-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:- (i) Brick Bat item 22 67676.18 Per Sqm 84.28 Excess(+) Full Conversion INR

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 23 151.52 Per Cum 2296.51 Excess(+) Full Conversion INR

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 3465.6 Per Mtr 115.87 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 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 25 53 Each 5852.89 Excess(+) Full Conversion INR

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 82 Each 1437.9 Excess(+) Full Conversion INR

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 34 Each 2940.77 Excess(+) Full Conversion INR

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 2 Each 705.96 Excess(+) Full Conversion INR

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 18 118 Each 4072.67 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 32 Each 4555.67 Excess(+) Full Conversion INR

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 21 141 Each 4073.53 Excess(+) Full Conversion INR

28 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 22 8 Each 7043.97 Excess(+) Full Conversion INR

29 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 20 65 Each 9473.81 Excess(+) Full Conversion INR

30 Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Doubl item 21 5 Each 11916.14 Excess(+) Full Conversion INR

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 3724 Each 265.31 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 5351.76 Per Sqm 651.99 Excess(+) Full Conversion INR

33 Constructing Punjab standard drain type IV complete in all respect as per PWD Specifications. item 27 1114 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) 1046.13 Excess(+) Full Conversion INR

34 Construction of 10 feet Span Type culvert complete in all respect as per PWD Specifications. item 28 1 Each 827967 Excess(+) Full Conversion INR

35 e 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 18 1 Each 406983 Excess(+) Full Conversion INR

36 Construction of 2'-0" Hume Pipe culvert complete in all respect as per PWD Specifications. item 23 12 Each 64486.8 Excess(+) Full Conversion INR

37 Constructing of 1' 6" X 2' RCC Side drain with brick work complete in all respect as per PWD Specifications. item 22 1305 Per Rmt 4298.98 Excess(+) Full Conversion INR

38 Constructing of 1' 6" X 1' 6" RCC Side drain with brick work complete in all respect as per PWD Specifications. item 23 560 Per Rmt 3597.99 Excess(+) Full Conversion INR

39 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 24 178 Per Rmt 5422 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

40 Construction of 5 feet Span Type culvert complete in all respect as per PWD Specifications. item 24 95 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) 4700 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

41 Constructing of 2' 6" X 2' RCC Side drain with brick work complete in all respect as per PWD Specifications. item 23 10 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) 5253 Excess(+) Full Conversion INR

42 Construction of 1.0 Mtr high Breast wall complete in all respect as per PWD Specifications. item 24 853 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) 6295.34 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

43 Construction of 1.5 Mtr high Breast wall complete in all respect as per PWD Specifications. item 22 135 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) 8937.64 Excess(+) Full Conversion INR

44 Construction of 1 Mtr high retaining wall complete in all respect as per PWD Specifications. item 26 80 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) 25431 Excess(+) Full Conversion INR

45 Construction of 1.5 Mtr high retaining wall complete in all respect as per PWD Specifications. item 27 62 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) 28874.77 Excess(+) Full Conversion INR

46 Construction of 2.30 Mtr high retaining wall complete in all respect as per PWD Specifications. item 28 207 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) 28440.22 Excess(+) Full Conversion INR

47 Construction of 2.50 Mtr high retaining wall complete in all respect as per PWD Specifications. item 18 37.5 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) 68545.07 Excess(+) Full Conversion INR

48 Construction of 2.75 Mtr high retaining wall complete in all respect as per PWD Specifications. item 23 3 Each 5031054.37 Excess(+) Full Conversion INR

49 Construction of 5.00 Mtr high retaining wall complete in all respect as per PWD Specifications. item 22 2 Each 2386157.74 Excess(+) Full Conversion INR

50 Construction of RCC Box Culvert of Size 6 mtr. X 3.5 mtr. (2 span) complete in all respect as per PWD Specifications. item 23 244 Per Cum 3084.91 Excess(+) Full Conversion INR

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 24 164 Per Rmt 2327.58 Excess(+) Full Conversion INR 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 2465 Per Sqm 1704.03 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

53 Construction of RCC Box Culvert of Size 4 mtr. X 3 mtr. (Single span) complete in all respect as per PWD Specifications. item 23 6298 Per Rmt 5918.81 Excess(+) Full Conversion INR

54 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 24 904 Per Rmt 4728.49 Excess(+) Full Conversion INR 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 27 675 Per Cum 5704.02 Excess(+) Full Conversion INR

56 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 28 320.6 Per Cum 1799.38 Excess(+) Full Conversion INR

57 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 18 25647.6 Credit of Steel 40 Excess(+) Full Conversion INR

58 Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) item 23 64 Job 1000 Excess(+) Full Conversion INR

59 o 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) item 34 Percentage 0.02 Excess(+) Full Conversion INR

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 75.17 Per Km 29168.57 Excess(+) Full Conversion INR 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 75.17 Per Km 45510.63 Excess(+) Full Conversion INR 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 75.17 Per Km 84404.23 Excess(+) Full Conversion INR 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 75.17 Per Km 113733.17 Excess(+) Full Conversion INR 4 Construction of chamber for 100mm sluice plates item5 10 Nos

65 Add extra cost of 1% Cutlural Cess & 1% Cancer cess on total cost as items mentioned above on 1 to 58 item 40 Percentage 0.01 Excess(+) Full Conversion INR

Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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