Upgradation of various Plan roads under Special Assistance Scheme for FY 2025 2026 in District Rupnagar Group I

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: Upgradation of Plan Roads 1) Water Lilly to IIT Ropar Road. Section (RD 4.60 to 7.35 kms) ODR Length:2.75 Kms, 2) Water Lilly to IIT Ropar Road. (Section RD 0.00 to 4.60 km)ODR Length:4.60 Kms, 3) Bharatgarh Kakrala to Nawa Groan including Old NH-205 Near Bara Pind MDR-83 (i) Length:2.45 Kms, 4) Bharatgarh Nalagarh road ODR-10 Length:1.29 Kms, 5)Ropar Circular Road ODR-08 Length:6.08Kms, 6)Balachour Nurpur Bedi Road ODR-17 Length:11.43 Kms under Special Assistance Scheme for FY 2025-26 and beyond including Routine Maintenance work for 5 years (1st year will be considered as defect liability period) in District Rupnagar (Group-I)

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 of Flexible Pavements (By Mechanical Means) Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications item 1 Per Cum Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

2 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 2 Per Sqm Excess(+) Full Conversion INR INR Nineteen Lakh Ninety Seven Thousand Seven Hundred & Eighty One and Paise Eighty Three Only

3 Construction of earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. item 3 3675.75 Per Cum Excess(+) Full Conversion INR INR Sixteen Lakh Twenty Two Thousand Seven Hundred & Thirty Three and Paise Thirty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 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 item 4 Per Cum Excess(+) Full Conversion INR INR Sixteen Lakh Nine Hundred & Sixty Eight and Paise Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 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 5 Per Cum Excess(+) Full Conversion INR INR Twenty Seven Lakh Three Thousand Three Hundred & Sixty Four and Paise Sixty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 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 6 Per Sqm Excess(+) Full Conversion INR INR One Lakh Ninety Three Thousand Seven Hundred & Ninety Nine and Paise Sixty Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

7 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 specifications24.7 item 7 Per Sqm Excess(+) Full Conversion INR INR Thirty One Lakh Forty Five Thousand Six Hundred & Fifty and Paise Thirty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 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 8 Per Cum Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 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 9 Per Cum Excess(+) Full Conversion INR INR Three Crore Eighty One Lakh Thirty Nine Thousand Six Hundred & Eighty Seven and Paise Fifty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

10 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 10 Per Cum Excess(+) Full Conversion INR INR Two Crore Seventy Nine Lakh Thirty Six Thousand Nine Hundred & Fifty Two and Paise Eighty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

11 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 9 Per Mtr Excess(+) Full Conversion INR INR Sixty Two Thousand Seven Hundred & Forty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 (-) D/d Credit of material obtained from Dismantling of Flexible Pavement. item 10 Per cum Excess(+) Full Conversion INR INR Minus One Lakh Seventy Three Thousand Two Hundred & Fifty Four and Paise Twelve Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

13 Road Structure Work: 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 13 Each Excess(+) Full Conversion INR INR Forty Thousand One Hundred & Forty Nine and Paise Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

14 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 14 Each Excess(+) Full Conversion INR INR Forty Five Thousand Five Hundred & One and Paise Thirty Six Only

15 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 15 Each Excess(+) Full Conversion INR INR Twenty Three Thousand One Hundred & Seventy Three and Paise Twenty Eight Only

16 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 16 Each Excess(+) Full Conversion INR INR Twelve Lakh Eighteen Thousand &Thirty Eight and Paise Twenty One Only

17 Solar RPM/ Stud Providing and installation of solar cateye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cateye shall be of height: 65± 2 mm & Maximum Diameter: 136 ± 4 mm. The body of the solar cateye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. item 18 Each Excess(+) Full Conversion INR INR Ten Lakh Fifty Five Thousand Five Hundred & Seventy Eight and Paise Sixteen Only

18 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 Two Lakh Forty Eight Thousand Two Hundred & Sixty Two and Paise Eighty Eight Only

19 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 21 Each Excess(+) Full Conversion INR INR One Lakh Seven Thousand &Ninety Seven and Paise Thirty Six Only

20 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 8 Each Excess(+) Full Conversion INR INR One Lakh Twelve Thousand Two Hundred & Thirteen and Paise Twenty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

21 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 9 Each Excess(+) Full Conversion INR INR Three Lakh Thirty Three Thousand Nine Hundred & Eleven and Paise Forty Eight Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

22 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 10 Each Excess(+) Full Conversion INR INR One Lakh Eighty Five Thousand Nine Hundred & Forty Nine and Paise Ninety Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

23 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 9 Per Sqm Excess(+) Full Conversion INR INR Thirty Five Lakh Fifty Four Thousand Nine Hundred & Fifty Four and Paise Ninety Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

24 Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. item 10 Per Sqm Excess(+) Full Conversion INR INR Twenty Seven Thousand Eight Hundred & Seventy Seven and Paise Fifty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

25 Construction of 10' Slab Type Culvert complete in all respect as per PWD Specifications. item 13 Each Excess(+) Full Conversion INR INR Eight Lakh Fifty Eight Thousand Two Hundred & Fifty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

26 Construction of 2.75 MTR High Retaining wall complete in all respect as per PWD Specifications. item 14 Per Mtr. Excess(+) Full Conversion INR INR One Crore Sixty Seven Lakh Seventy Seven Thousand Eight Hundred & Eighty Seven and Paise Thirty Only

27 Providing and laying 80 mm thick (M-35Grade) factory made cement concrete interlocking paver blocks complete in all respect as per PWD Specifications. item 15 Per Sqm Excess(+) Full Conversion INR INR Eleven Lakh Thirty Nine Thousand Four Hundred & Sixty Three and Paise Seventy Eight Only

28 Construction of 4.50 MTR High Retaining wall complete in all respect as per PWD Specifications. item 16 Per Mtr. Excess(+) Full Conversion INR INR Three Crore Thirty Four Lakh Fifty Three Thousand Three Hundred & Ten and Paise Twenty Two Only

29 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 Sixty Two Lakh Eight Thousand Four Hundred & Seventy Only

30 Construction of 8.00 MTR High Retaining wall complete in all respect as per PWD Specifications. item 20 Per Mtr. Excess(+) Full Conversion INR INR One Crore Forty Eight Lakh Seven Thousand Eight Hundred & Eighty Only

31 Precast Cement Concrete Kerb & Channel Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made over strong vibratory table and fixing with cement mortar 1:2 and cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specificationsas per MORT&H specifications item 21 Per Mtr. Excess(+) Full Conversion INR INR Sixteen Lakh Seven Thousand One Hundred & Thirty Three and Paise Sixty Only

32 Road Delineator/Vertical Guide Post Delineator Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. item 15 Each Excess(+) Full Conversion INR INR Seventy Thousand Six Hundred & Twenty Six Only

33 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 item 16 Per Cum Excess(+) Full Conversion INR INR Thirty Nine Lakh Forty Five Thousand Six Hundred & Fifty Nine and Paise Four Only

34 Constructing of RCC Side Drain of Size 2' X 2'6" complete in all respect as per PWD Specifications. item 18 Per Mtr. Excess(+) Full Conversion INR INR Ten Lakh Sixty Nine Thousand Eight Hundred Only

35 Constructing of RCC Side Drain of Size 1'6" X 1'6" complete in all respect as per PWD Specifications. item 20 Per Mtr. Excess(+) Full Conversion INR INR Eighteen Lakh Ninety Three Thousand Three Hundred & Twenty Nine and Paise Twenty Only

36 Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) item 21 Job Excess(+) Full Conversion INR INR Six Thousand Only

37 Add extra cost of Cutlural Cess and Cancer Cess @ 1% each on Total cost as items mentioned above on 1 to 36 item 34 Percentage Excess(+) Full Conversion INR INR Forty One Lakh Sixty Thousand &Twenty Eight and Paise Twenty Two Only

38 PART-II Add Maintenance Cost item 35 2 Construction of chamber for 100mm sluices valve item3 10 Nos

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

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

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

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

Total in Figures INR Twenty Two Crore Forty Five Lakh Eighty Thousand Eight Hundred & Twenty and Paise Thirty Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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