Upgradation of Balachaur Bhaddi Nurpur Bedi Rd Length 14.50km at Balachaur in Distt SBS Nagar Under Plan roads special assistance sheme FY 2025-26 inc 5 yr maintenance (1yr DLP plus 4 yr maintenance period)

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

Tender Inviting Authority :- EXECUTIVE ENGINEER PROVL DIVN. PWD B&R SBS NAGAR

Name of Work :- Upgradation Of Balachaur Bhaddi Nurpur Bedi road Km 0.00 to 14.50 Km. including maintenance of road 5 year (One year Defects liability Period+Four Year Maintenance Period)

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Work Name Item Code / Make Quantity Unit Estimated Rate 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 TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1.01 Overlay of Road in plain Region Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rateof 0.40kgper sqmon the prepared bituminous surface/granular surface treatedwithprimecoataftercleaning thesurface complete as per technical specifications BI01010001010000000000000515BI0100001120 Sqm Excess(+) Full Conversion INR INR Thirty Seven Lakh Seventy Seven Thousand Four Hundred & Twenty Eight and Paise Ninety One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.02 Bituminous Macadam 50mm to 75mm thickness (Grading II) Providing and laying bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with paver finisher Mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications BI01010001010000000000000515BI0100001121 Cum Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.03 Providing and laying dense graded bituminous macadam 50mm 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 concrete 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 " BI01010001010000000000000515BI0100001122 Cum Excess(+) Full Conversion INR INR Three Crore Sixty Seven Lakh Ninety Nine Thousand One Hundred & Seventy One and Paise Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.04 "Providing and laying bituminous concrete 30mm 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 specifications 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 variations 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 bituminous concrete shall meet all requirements set forth clause 507 of MORT&H specifications. ii.) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT&H specifications shall be determined after getting the bituminous 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 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 bituminous concrete after compaction will be not less than 2.35 gm/CC. BI01010001010000000000000515BI0100001124 Cum Excess(+) Full Conversion INR INR Two Crore Fifty Two Lakh Thirty Nine Thousand Four Hundred & Eighty Three and Paise Ninety Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.05 Cautionary sign board 900x900x900mm triangular 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 aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum 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 concreteM-25 of size 0.45x0.45x0.75m for vertical postcomplete 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 BI01010001010000000000000515BI0100001125 Nos Excess(+) Full Conversion INR INR Eight Thousand Five Hundred & Forty Nine and Paise Fifty Four Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.06 Mandatory sign board 900mm 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 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/cto 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 . BI01010001010000000000000515BI0100001126 No Excess(+) Full Conversion INR INR Seventy Six Thousand Two Hundred & Thirty Nine and Paise Ten Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.07 Place Identification sign board 900x600m 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 aluminiumComposite 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 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 67-201 BI01010001010000000000000515BI0100001127 No Excess(+) Full Conversion INR INR Two Lakh Thirty Five Thousand Three Hundred & Twenty Seven and Paise Sixty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.08 Advance Direction sign board 900x900mm square 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 0.60x0.60x0.75m 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 No Excess(+) Full Conversion INR INR Forty Three Thousand Three Hundred & Eighty Six and Paise Eighty Four Only

1.09 Overhead sign board 12000x1500mm simply supported type double sided as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 . 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 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kg per mtr as vertical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 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 No Excess(+) Full Conversion INR

1.1 Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. Rmt Excess(+) Full Conversion INR INR Ninety Six Lakh Fifty Four Thousand Eight Hundred & Fifty Five Only

1.11 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 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 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 No Excess(+) Full Conversion INR INR Four Thousand Two Hundred & Forty Four and Paise Nineteen Only

1.12 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 sqm Excess(+) Full Conversion INR INR Twenty Six Lakh Forty Nine Thousand Seven Hundred & Ninety Six and Paise Eighty Only

1.13 Kilo Meter Stone Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications Each Excess(+) Full Conversion INR INR Thirty Thousand Three Hundred & Ninety Three and Paise Eighty Eight Only

1.14 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 Each Excess(+) Full Conversion INR INR Thirty Thousand Two Hundred & Thirty Nine and Paise Forty Eight Only

1.15 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 clause 804.7.3 of MORT&H 5th revision specifications Each Excess(+) Full Conversion INR INR Ten Lakh One Thousand Three Hundred & Twenty Five Only

1.16 Overlay of Road in Mountain Region Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rateof 0.40kgper sqmon the prepared bituminous surface/granular surface treatedwithprimecoataftercleaning thesurface complete as per technical specifications Sqm Excess(+) Full Conversion INR INR Seven Lakh Ninety Eight Thousand Nine Hundred & Sixty Three Only

1.17 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 concrete 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 " Cum Excess(+) Full Conversion INR INR Seventy Nine Lakh Fifty Four Thousand Four Hundred & Thirty Eight and Paise Eighty Only

1.18 "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 specifications 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 variations 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 bituminous concrete shall meet all requirements set forth clause 507 of MORT&H specifications. ii.) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT&H specifications shall be determined after getting the bituminous 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 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 bituminous concrete after compaction will be not less than 2.35 gm/CC. Cum Excess(+) Full Conversion INR INR Fifty Four Lakh Forty Five Thousand Seven Hundred & Forty Six and Paise Thirteen Only

1.19 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 sqm Excess(+) Full Conversion INR INR Seven Lakh Four Thousand Six Hundred & Sixty Four and Paise Ten Only

1.2 Kilo Meter Stone Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications Each Excess(+) Full Conversion INR INR Eleven Thousand Nine Hundred & Fifty Three and Paise Eleven Only

1.21 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 Each Excess(+) Full Conversion INR INR Eight Thousand Four Hundred & Seventy One and Paise Fifty Two Only

1.22 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 clause 804.7.3 of MORT&H 5th revision specifications Each Excess(+) Full Conversion INR INR Two Lakh Forty Six Thousand Seven Hundred & Thirty Eight and Paise Thirty Only

1.23 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 Nos Excess(+) Full Conversion INR

1.24 Construction of Cuvert, Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. cum Excess(+) Full Conversion INR INR Forty Eight Thousand Nine Hundred & Five and Paise Five Only

1.25 P/ Laying PCC 1:4:8 using 40 mm stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type Cum. Excess(+) Full Conversion INR INR Fourteen Lakh Eighty One Thousand Five Hundred & Eighty Three and Paise Seventy Six Only

1.26 P/ Laying PCC 1:3:6 using stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type Cum. Excess(+) Full Conversion INR INR Eighty Four Lakh Ninety Nine Thousand Eight Hundred & Thirteen and Paise Twenty Six Only

1.27 Reinforced cement cocrete M-20 with mechnically mixed and vibrated with needle vibrator but excluding steel reinforcement, centering and shuttering in super structure Cum. Excess(+) Full Conversion INR INR Twenty Lakh Twelve Thousand Six Hundred & Fifty Six and Paise Thirty Nine Only

1.28 P.C.C 1:2:4 wearing coat & floor mixing by mechanical means using concrete mixer volumetric type Cum. Excess(+) Full Conversion INR INR Four Lakh Six Thousand &Thirty Four and Paise Seventy Five Only

1.29 Centring Shuttring of Concrete in foundation complete in all respects sqm Excess(+) Full Conversion INR INR Three Lakh Ninety Nine Thousand Nine Hundred & Fifty One and Paise Three Only

1.3 Centring Shuttring of Concrete for slabs complete in all respects sqm Excess(+) Full Conversion INR INR Three Lakh Twelve Thousand Five Hundred & Twelve and Paise Fifty Only

1.31 Cold twisted deformed bars for RCC work where not included in complete rate of RCC (CSR Qtl Excess(+) Full Conversion INR INR Nineteen Lakh Forty Two Thousand Seven Hundred & Sixty Three and Paise Fifty Five Only

1.32 Providing & laying weep holes with 100 mm dia PVC pipes @1.0mtr hight & 2.0 mtr length nos Excess(+) Full Conversion INR INR One Lakh Three Thousand Five Hundred & Thirty Two and Paise Fifty Four Only

1.33 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 18 kg each complete as per drawing and Technical specification. Including excavation for trimming for preparation of bed. Boulder Laid Dry Wire Crates. cum Excess(+) Full Conversion INR INR Twenty One Lakh Sixty Six Thousand Nine Hundred & Thirty Five and Paise Sixty Seven Only

1.34 Painting with synthetic enamel paint sqm Excess(+) Full Conversion INR INR Fifteen Thousand One Hundred & Eighty Eight and Paise Eighty Three Only

1.35 Construction of Retaining wall Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. cum Excess(+) Full Conversion INR INR Thirty Thousand Nine Hundred & Forty Eight and Paise Forty Eight Only

1.36 P/ Laying PCC 1:4:8 using 40 mm stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type Cum. Excess(+) Full Conversion INR INR Three Lakh Sixty Five Thousand Six Hundred & Sixty Six and Paise Forty Only

1.37 P/ Laying PCC 1:3:6 using stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type Cum. Excess(+) Full Conversion INR INR Seven Lakh Eighty Five Thousand Three Hundred & Forty Four and Paise Ninety Only

1.38 Reinforced cement cocrete M-20 with mechnically mixed and vibrated with needle vibrator but excluding steel reinforcement, centering and shuttering in super structure Cum. Excess(+) Full Conversion INR INR One Crore Seventy Seven Lakh Ninety Eight Thousand Five Hundred & Ninety Three and Paise Fifty Four Only

1.39 Centring Shuttring of Concrete in foundation complete in all respects sqm Excess(+) Full Conversion INR INR Fifteen Thousand Nine Hundred & Twenty Nine and Paise Twenty Eight Only

1.4 Centring Shuttring of Concrete for walls complete in all respects sqm Excess(+) Full Conversion INR INR Six Lakh Twenty One Thousand One Hundred & Ninety and Paise Seventy Two Only

1.41 Cold twisted deformed bars for RCC work where not included in complete rate of RCC (CSR Qtl Excess(+) Full Conversion INR INR Two Crore Fourteen Lakh Seventy Five Thousand Six Hundred & Thirty Four and Paise Sixty Nine Only

1.42 Providing & laying weep holes with 100 mm dia PVC pipes @1.0mtr hight & 2.0 mtr length nos Excess(+) Full Conversion INR INR Thirty Nine Thousand Four Hundred & Fifty Six Only

1.43 Construction of Drain ,Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. cum Excess(+) Full Conversion INR INR Twelve Thousand Seven Hundred & Seventy Five and Paise Ninety Two Only

1.44 Constructing Punjab Standard Drain, type house connection complete consisting of cement concrete drain moulded and laid over lime concrete foundation, rendered and finished smooth with 6mm thick rendering concrete to be of 1:2½:5 parts by volume of cement :sand: stone bajri and rendering to be 1:1 cement sand mortar Mtr Excess(+) Full Conversion INR INR Nine Lakh Ninety Five Thousand Five Hundred & Sixty Only

1.45 P/ Laying PCC 1:4:8 using 40 mm stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type Cum. Excess(+) Full Conversion INR INR Seventy One Thousand Four Hundred & Forty and Paise Thirty Eight Only

1.46 First class brick on edge paving or flooring laid over and in cement sand mortar 1:4 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds. Sqm Excess(+) Full Conversion INR INR One Lakh Twenty Four Thousand Four Hundred & Forty Five and Paise Twenty Five Only

1.47 Providing & Fixing RCC Road Gully grating & frame RCC Road Gully grating & frame size 610mm*457mm Each Excess(+) Full Conversion INR INR Six Lakh Ninety Four Thousand Two Hundred & Fifty One and Paise Fifty Five Only

1.48 Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects Each Excess(+) Full Conversion INR INR Three Lakh Eighty Thousand &Eighty One and Paise Eighty Only

1.49 Providing and laying interlocking tiles, Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. cum Excess(+) Full Conversion INR INR Fourteen Thousand Seven Hundred & Forty Eight and Paise Eighty Nine Only

1.5 P/ Laying PCC 1:4:8 using 40 mm stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type Cum. Excess(+) Full Conversion INR INR Seventeen Lakh Forty Two Thousand Six Hundred & Twenty Eight and Paise Ninety Four Only

1.51 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge. Sqm Excess(+) Full Conversion INR INR Twenty Three Lakh Twenty Seven Thousand Nine Hundred & Fifty Two and Paise Fifteen Only

1.52 Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications cum Excess(+) Full Conversion INR INR Six Lakh Ninety Six Thousand Eight Hundred & Ninety Eight and Paise Two Only

1.53 Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications cum Excess(+) Full Conversion INR INR Fifty Four Thousand Nine Hundred & Four and Paise Twenty One Only

1.54 Heritage & Culture Cess @ 1% Percentage Excess(+) Full Conversion INR INR Sixteen Lakh Seventy Seven Thousand Seven Hundred & Forty Seven and Paise Ninety Six Only

1.55 Cancer Cess Percentage Excess(+) Full Conversion INR INR Sixteen Lakh Seventy Seven Thousand Seven Hundred & Forty Seven and Paise Ninety Six Only

2.01 PART-II Routine Maintenance work for 4 years (2nd year to 5th year) BI01010001010000000000000515BI0100001132 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

Total in Figures INR Seventeen Crore Eleven Lakh Thirty Thousand Two Hundred & Ninety Two and Paise Nine Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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