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

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

Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION RUPNAGAR

Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION Rupnagar

Name of Work: Modernization of Rural Link Roads (1) Link road Nangal to Kalma Morh (Section RD 0.00 to 8.30 KM). (L= 8.30 Kms) (2) Link road Khanpur Khuhi To Bhangal. (L= 11.20 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-II)

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 Dismantling stone pitching or soling a) Stone pitching dry 8.2(a) item 1 Per Cum Excess(+) Full Conversion INR INR Thirteen Lakh Eighty Six Thousand Four Hundred & Forty Six and Paise Twenty Seven Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

2 Dismantling brick work tile, masonry or tile lining i.) Dismantling dry brick work item 3 Per Cum Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

3 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 4 Per Rmt Excess(+) Full Conversion INR INR Four Lakh Fifty One Thousand Four Hundred & Seven and Paise Sixty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 (-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:- (i) Brick Bat item 5 Per Cum Excess(+) Full Conversion INR INR Minus Ten Thousand Six Hundred & Nine and Paise Forty Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 (ii) Bricks item 6 Each Excess(+) Full Conversion INR INR Minus Forty Eight Thousand Three Hundred & Sixty Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 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 7 Per Sqm Excess(+) Full Conversion INR INR Eighty One Thousand Four Hundred & Ninety One and Paise Thirty Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

7 Earth work excavation in ordinary soil, exclusiveof compensation of earth:- 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 8 Per Cum Excess(+) Full Conversion INR INR Seven Lakh Fifteen Thousand Nine Hundred & Seventy Six and Paise Forty Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 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 item 9 per Sqm Excess(+) Full Conversion INR INR One Lakh Fifty Nine Thousand &Eighty Five and Paise Fifty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 Slurry Seal Type II (4-6 mm thickness) Providing and laying slurry seal Type-II 4-6mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion SS-2 @ 10.50% and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface complete as per technical clause 512 of MORT&H specifications item 11 Per Sqm Excess(+) Full Conversion INR INR Ten Lakh Sixty Five Thousand Eight Hundred & Sixty Six and Paise Seventy Six 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 Seventy Three Thousand One Hundred & Twenty Two and Paise Twenty Eight Only

11 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 13 Per Cum Excess(+) Full Conversion INR INR Seven Lakh Thirteen Thousand Nine Hundred & Thirty Two and Paise Thirty Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications item 14 Per Cum Excess(+) Full Conversion INR INR One Crore Fifteen Lakh Eighteen Thousand Five Hundred & Twenty Eight and Paise Seventy Four Only

13 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 15 Per Cum Excess(+) Full Conversion INR INR Nineteen Lakh Eighty Nine Thousand Three Hundred & Sixty Five and Paise Thirty Five Only

14 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 16 Per Sqm Excess(+) Full Conversion INR INR Eleven Lakh Seventy One Thousand Five Hundred & Sixty One and Paise Thirty Eight Only

15 Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications. item 18 Per Sqm Excess(+) Full Conversion INR INR Nine Lakh Seventy Three Thousand Three Hundred & Sixty Five and Paise Forty Nine Only

16 Tack Coat @ 0.25kg per sqm Tack Coat @ 0.25kg per sqm Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications item 20 Per Sqm Excess(+) Full Conversion INR INR Eleven Lakh Ninety Four Thousand One Hundred & Forty Nine and Paise Twenty Only

17 Tack Coat @ 0.25kg per sqm Tack Coat @ 0.25kg per sqm Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications item 21 Per Sqm Excess(+) Full Conversion INR INR Twenty Lakh Thirty Six Thousand Three Hundred & Twenty Two and Paise Thirty Eight Only

18 Dense Graded Bituminous Macadam 80mm to 100mm thickness (Grading I) Providing and laying dense graded bituminous macadam 80mm to 100mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 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 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 22 Per Cum Excess(+) Full Conversion INR INR One Crore Twelve Lakh Eighty Four Thousand One Hundred & Ninety One and Paise Thirty One Only

19 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-40 @ 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 23 Per Cum Excess(+) Full Conversion INR INR Five Crore Twenty Four Lakh Seventy Thousand Seven Hundred & Thirty One and Paise Ninety Four Only

20 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-40 @ 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 24 Per Cum Excess(+) Full Conversion INR INR Four Crore Twenty Six Lakh Twenty Three Thousand Six Hundred & Twenty One and Paise Seventy Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 Patch Work with Bituminous Macadam 50mm to 75mm thickness (Grading II) Providing and laying patch work with bituminous macadam 50mm to 75mm thick using crushed stone aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% in Continuous type hot mix plant, carriage of mixed material to site of work, laid after trimming the pot hole, removal of failed material, laying by suitable means and rolling with a smooth wheeled roller to match the adjoining surface complete as per technical clause 504 of MORT&H specifications item 25 Per Cum Excess(+) Full Conversion INR INR Five Lakh Forty Thousand Nine Hundred & Thirty Six and Paise Ninety Nine Only

22 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 26 Per Rmt Excess(+) Full Conversion INR INR Three Lakh Fifty Five Thousand Nine Hundred & Ninety Nine and Paise Seventy Five Only

23 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 27 Each Excess(+) Full Conversion INR INR One Lakh One Thousand Three Hundred & Eighty Three and Paise Ten Only

24 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 28 Each Excess(+) Full Conversion INR INR One Lakh Twenty Three Thousand Five Hundred & Six and Paise Forty Six Only

25 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 18 Each Excess(+) Full Conversion INR

26 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 20 Each Excess(+) Full Conversion INR INR Forty Thousand Seven Hundred & Sixty Four and Paise Sixty 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 One Lakh Eighty Nine Thousand Four Hundred & Seventy Six and Paise Twenty Only

29 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 23 Each Excess(+) Full Conversion INR INR Ten Lakh Twenty Six Thousand Seven Hundred & Forty Nine and Paise Seventy Only

30 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 24 Per Sqm Excess(+) Full Conversion INR INR Thirty Five Lakh Fifty Six Thousand Seven Hundred & Fourteen and Paise Fifty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

31 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. item 25 Per Sqm Excess(+) Full Conversion INR INR Seventy Five Thousand Five Hundred & Seven and Paise Thirty Nine Only

32 Construction of 2'-0" Hume Pipe culvert complete in all respect as per drawing attached & PWD Specifications. item 26 Each Excess(+) Full Conversion INR INR One Lakh Ninety Six Thousand Three Hundred & Seventy and Paise Twenty Eight Only

33 Repair of Existing culvert complete in all respect as per PWD Specifications. item 27 Each Excess(+) Full Conversion INR INR Two Lakh Ninety Thousand Five Hundred & Ninety Four and Paise Sixty Nine Only

34 Constructing of 2' 0" X 2' 6" RCC Side drain with brick work complete in all respect as per drawing attached & PWD Specifications. item 28 Per Rmt Excess(+) Full Conversion INR

35 Constructing of 1' 6" X 2' RCC Side drain with brick work complete in all respect as per drawing attached & PWD Specifications. item 18 Per Rmt Excess(+) Full Conversion INR INR Sixty Four Lakh Ninety Four Thousand Four Hundred & Eighteen Only

36 Construction of 2.50 Mtr high retaining wall complete in all respect as per drawing attached & PWD Specifications. item 20 Per Mtr. Excess(+) Full Conversion INR INR Three Lakh Twenty Thousand Nine Hundred & Ninety Four Only

37 Construction of 2.00 Mtr high retaining wall complete in all respect as per PWD Specifications. item 21 Per Mtr. Excess(+) Full Conversion INR INR Five Lakh Ninety Eight Thousand Nine Hundred & Twenty Only

38 Construction of 1.50 Mtr high retaining wall complete in all respect as per drawing attached & PWD Specifications. item 22 Per Mtr. Excess(+) Full Conversion INR INR Three Lakh Nineteen Thousand Five Hundred Only

39 Construction of 1 Mtr high retaining wall complete in all respect as per drawing attached & PWD Specifications. item 23 Per Mtr. Excess(+) Full Conversion INR INR Fifty Seven Lakh Eighty Four Thousand One Hundred & Sixty Four and Paise Forty Four Only

40 Construction of approach road (RCC pavement) to mining quarry complete in all respect as per PWD Specifications. item 24 Per Mtr. Excess(+) Full Conversion INR INR Thirty Five Lakh Thirteen Thousand Four Hundred & Fourteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

41 Construction of Concrete Pavement complete in all respect as per X-section & PWD Specifications. item 24 Per Mtr. Excess(+) Full Conversion INR INR Two Crore Seventy Eight Lakh Five Thousand Seven Hundred & Seventy Four and Paise Twenty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

42 Providing and Laying Paver on Berms complete in all respect as per X-section & PWD Specifications. item 28 Per Mtr. Excess(+) Full Conversion INR INR Fifty Six Lakh Ninety Nine Thousand Eight Hundred & Fourteen and Paise Twenty Four Only

43 Protection Work at Causeway complete in all respect as per PWD Specifications. item 18 Per Mtr. Excess(+) Full Conversion INR INR Sixty Seven Lakh Sixty Seven Thousand Nine Hundred & Twenty and Paise Fourteen Only

44 Relaying of old RCC Kerb Channel complete in all respect as per PWD Specifications. item 20 Per Mtr. Excess(+) Full Conversion INR INR Two Lakh Fifty Four Thousand Five Hundred & Eighty Six and Paise Thirty Only

45 Construction of RCC Kerb Channel complete in all respect as per PWD Specifications. item 21 Per Mtr. Excess(+) Full Conversion INR INR Two Lakh Twelve Thousand &Ninety Nine and Paise Twenty Eight Only

46 Providing and laying 80 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks complete in all respect as per PWD Specifications& X-Section attached item 22 Per Mtr. Excess(+) Full Conversion INR INR Eighty Lakh Eleven Thousand &Ninety and Paise Twenty Only

47 Providing and laying 60 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks complete in all respect as per PWD Specifications & X-Section attached item 23 per Sqm Excess(+) Full Conversion INR INR Fifty Three Lakh Thirty Seven Thousand Seven Hundred & Ninety Nine and Paise Twenty Only

48 Constructing Punjab standard drain type IV complete in all respect as per PWD Specifications item 24 Per Mtr. Excess(+) Full Conversion INR INR Five Lakh Fourteen Thousand Six Hundred & Ninety Five and Paise Ninety Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

49 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 Two Thousand Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

50 Add extra cost of 1% Cutlural Cess & 1% Cancer cess on total cost as items mentioned above on 1 to 49 item 34 Percentage Excess(+) Full Conversion INR INR Forty One Lakh Ninety One Thousand &Ninety Five and Paise Seventy Three Only

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

52 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 0.000 Excess(+) Full Conversion INR INR Five Lakh Thirty One Thousand Two Hundred & Thirty Eight and Paise Seventy Five Only 2 Construction of chamber for 100mm sluices valve item3 10 Nos

53 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 Twelve Lakh Eight Thousand One Hundred & Seventeen and Paise Forty Two Only 2 Construction of chamber for 100mm sluices valve item3 10 Nos

54 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 Twenty Four Lakh Sixty Seven Thousand Eight Hundred & Seventy Seven and Paise Twenty Four Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

55 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 Thirty Five Lakh Eighty Two Thousand One Hundred & Nine and Paise Four Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

56 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 52 to 55 item 40 Percentage Excess(+) Full Conversion INR INR Seventy Seven Thousand Eight Hundred & Ninety Three and Paise Forty Two Only

Total in Figures INR Twenty Two Crore Sixteen Lakh Thirteen Thousand One Hundred & Seventeen and Paise Ninety Eight Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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