Upgradation of Kathgarh Ratewal Ballowal Shonkari RD Length 12.00km 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 Kathgarh Rattewal Ballowal Saonkhri road Km 0.00 to 12.00 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 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 treated with prime coat after cleaning thesurface complete as per technical specifications BI01010001010000000000000515BI0100001120 133205.5 Sqm 23.2 Excess(+) Full Conversion INR 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 3404.79 Cum 7342.08 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.03 Providing and laying semi dense bituminous concrete 25mm to 30mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per IRC-111 (2009) specifications " BI01010001010000000000000515BI0100001122 1657.19 Cum 9985.95 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.04 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 BI01010001010000000000000515BI0100001124 2 No. 4274.77 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.05 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 . BI01010001010000000000000515BI0100001125 14 No. 5445.65 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.06 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 BI01010001010000000000000515BI0100001126 34 No. 6921.4 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.07 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 . BI01010001010000000000000515BI0100001127 4 No. 10846.71 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

1.08 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 0.45x0.45x 0.60m for vertical post complete as per clause 801 of MORT&H specifications 1 No. 4244.19 Excess(+) Full Conversion INR

1.09 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 4290 Sqm 649.46 Excess(+) Full Conversion INR

1.1 5 Km stone Reinforced cement concrete M-15 grade 5th 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 2 Each 6393.46 Excess(+) Full Conversion INR

1.11 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 10 Each 2763.1 Excess(+) Full Conversion INR

1.12 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 96 Each 657.38 Excess(+) Full Conversion INR

1.13 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 4080 Each 256.75 Excess(+) Full Conversion INR

1.14 Providing and fixing of Standard Metal delineator as per IRC 79:2019 consisting of retro reflective area in white colur using full cube 4 Sqm 1238.13 Excess(+) Full Conversion INR

1.15 Construction of embankment with good quality earth obtained from borrowpit including compensation of earth, loading, unloading, carraige, spreading, grading to required slope and compaction as per Table 300-2 of Clause 305 MORT&H specifcation 1357.95 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 430.03 Excess(+) Full Conversion INR

1.16 Construction of embankment with good quality earth obtained from excavation including compensation of earth, loading, unloading, carraige, spreading, grading to required slope and compaction as per Table 300-2 of Clause 305 MORT&H specifcation 442.05 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 99.03 Excess(+) Full Conversion INR

1.17 Providing and laying Interlocki 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. 234 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 35.82 Excess(+) Full Conversion INR

1.18 P/ Laying PCC 1:4:8 using 40 mm stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type 234 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 4236.49 Excess(+) Full Conversion INR

1.19 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. 1560 cum 848.07 Excess(+) Full Conversion INR

1.2 Construction of Culvert 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. 2730.6 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 35.82 Excess(+) Full Conversion INR

1.21 P/ Laying PCC 1:4:8 using 40 mm stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type 700.14 sqm 4236.49 Excess(+) Full Conversion INR

1.22 P/ Laying PCC 1:3:6 using stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type 3740.44 sqm 4548.97 Excess(+) Full Conversion INR

1.23 Reinforced cement cocrete M-20 with mechnically mixed and vibrated with needle vibrator but excluding steel reinforcement, centering and shuttering in super structure 616.61 sqm 6533.9 Excess(+) Full Conversion INR

1.24 P.C.C 1:2:4 wearing coat & floor mixing by mechanical means using concrete mixer volumetric type 158.29 sqm 5135.91 Excess(+) Full Conversion INR

1.25 Centring Shuttring of Concrete in foundation complete in all respects 3615.54 cum 221.24 Excess(+) Full Conversion INR

1.26 Centring Shuttring of Concrete for slabs complete in all respects 1115.2 cum 560.46 Excess(+) Full Conversion INR

1.27 Cold twisted deformed bars for RCC work where not included in complete rate of RCC (CSR 493.29 Cum. 7876.92 Excess(+) Full Conversion INR

1.28 Providing & laying weep holes with 100 mm dia PVC pipes @1.0mtr hight & 2.0 mtr length 787.2 Qtl 263.04 Excess(+) Full Conversion INR

1.29 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. Includ 1416.96 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 3058.57 Excess(+) Full Conversion INR

1.3 ing excavation for trimming for preparation of bed. Boulder Laid Dry Wire Crates. 436.9 cum 69.53 Excess(+) Full Conversion INR

1.31 Painting with synthetic enamel paint 360 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 35.82 Excess(+) Full Conversion INR

1.32 P/ Laying PCC 1:4:8 using 40 mm stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type 36 sqm 4236.49 Excess(+) Full Conversion INR

1.33 P/ Laying PCC 1:3:6 using stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type 72 sqm 4548.97 Excess(+) Full Conversion INR

1.34 Reinforced cement cocrete M-20 with mechnically mixed and vibrated with needle vibrator but excluding steel reinforcement, centering and shuttering in super structure 1136 sqm 6533.9 Excess(+) Full Conversion INR

1.35 Centring Shuttring of Concrete in foundation complete in all respects 30 cum 221.24 Excess(+) Full Conversion INR

1.36 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. 621.74 cum 424.56 Excess(+) Full Conversion INR

1.37 Cold twisted deformed bars for RCC work where not included in complete rate of RCC (CSR 1136 Cum. 7876.92 Excess(+) Full Conversion INR

1.38 Providing & laying weep holes with 100 mm dia PVC pipes @1.0mtr hight & 2.0 mtr length 150 Qtl 263.04 Excess(+) Full Conversion INR

1.39 Centring Shuttring of Concrete for walls complete in all respects 520.12 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 35.82 Excess(+) Full Conversion INR

1.4 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. 1600 nos 995.56 Excess(+) Full Conversion INR

1.41 P/ Laying PCC 1:4:8 using 40 mm stone ballast complete in all respects mixing by mechanical means using concrete mixer volumetric type 27 sqm 4236.49 Excess(+) Full Conversion INR

1.42 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 360 Sqm 553.09 Excess(+) Full Conversion INR

1.43 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. 732 Each 1519.15 Excess(+) Full Conversion INR

1.44 Providing & Fixing RCC Road Gully grating & frame RCC Road Gully grating & frame size 610mm*457mm 32 Each 19004.09 Excess(+) Full Conversion INR

1.45 Heritage & Culture Cess @ 1% 107519252 Percentage 1 Excess(+) Full Conversion INR

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

2.02 Routine maintenance of constructiion work as per periodicity to routine maintenance mentioned in the tehcnical pecifications (for 2nd year) BI01010001010000000000000515BI0100001133 12 Per Km 43542.92 Full Conversion INR 12 Per Km 0

2.03 Routine maintenance of constructiion work as per periodicity to routine maintenance mentioned in the tehcnical pecifications (for 3rd year) BI01010001010000000000000515BI0100001134 12 Per Km 72624.93 Full Conversion INR 12 Per Km 0

2.04 Routine maintenance of constructiion work as per periodicity to routine maintenance mentioned in the tehcnical pecifications (for 4th year) BI01010001010000000000000515BI0100001135 12 Per Km 123064.51 Full Conversion INR 12 Per Km 0

2.05 Routine maintenance of constructiion work as per periodicity to routine maintenance mentioned in the tehcnical pecifications (for5th year) BI01010001010000000000000515BI0100001136 12 Per Km 159441.81 Full Conversion INR 12 Per Km 0

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

Quoted Rate in Figures Select Routine Maintenance

Quoted Rate in Words