UPGRADATION OF PLAN ROAD FROM NAKODAR JAGRAON ROAD UNDER HEAD 5054 RB-10 (JODR50) INCLUDING ROUTINE MAINTENANCE OF 5 YEARS (ONE DEFECTS LIABILITY PERIOD (PLUS) FOUR YEAR MAINTENANCE PERIOD) UNDER HEAD SPECIAL ASSISTANCE 2025-26

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Tender Inviting Authority :- EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B&R JALANDHAR CANTT

Name of Work :- DNIT FOR UPGRADATION OF PLAN ROAD FROM NAKODAR JAGRAON ROAD UNDER HEAD 5054 RB-10 (JODR-50) INCLUDING ROUTINE MAINTENANCE OF 5 YEARS (ONE YEAR DEFECTS LIABILITY PERIOD + FOUR YEAR MAINTENANCE PERIOD) UNDER HEAD 3054-SH SPECIAL ASSISTANCE 2025-26

Contract No: Civil Works

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

1 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. BI01010001010000000000000515BI010000112 Cum Excess(+) Full Conversion INR

2 Dismantling stone pitching or soling a) Stone pitching dry BI01010001010000000000000515BI010000113 Cum Excess(+) Full Conversion INR

3 Relaying of recovered material obtained from dismantling of road crust as Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications BI01010001010000000000000515BI010000114 Cum Excess(+) Full Conversion INR

4 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. BI01010001010000000000000515BI010000115 Sqm Excess(+) Full Conversion INR

5 Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications BI01010001010000000000000515BI010000116 Cum Excess(+) Full Conversion INR

6 Construction of dry lean cement concrete Sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1,aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction,concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site with transit mixer with lead up to 10 km., laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. BI01010001010000000000000515BI010000117 Cum Excess(+) Full Conversion INR

7 Construction of un-reinforced M-40 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerisedbatch mix plant as per approved mix design,transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver,spread, compacted and finished in a continuous operation including provision of contraction,expansion, construction and longitudinal joints,joint filler, separation membrane, sealant primer,joint sealant, debonding strip, dowel bar, tie rod,admixtures as approved, curing compound,finishing to lines and grades as per clause 602 of MORT&H 5th Revision BI01010001010000000000000515BI010000118 Cum Excess(+) Full Conversion INR

8 Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications BI01010001010000000000000515BI010000119 Sqm Excess(+) Full Conversion INR

9 Providing and laying Dense graded bituminous macadam 50mm to 75mm thick Grading-II with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.50%, 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 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 confirmity with the grading and quantity requirement of invidual 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 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) 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. BI01010001010000000000000515BI010000120 Cum Excess(+) Full Conversion INR

10 Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications BI01010001010000000000000515BI010000121 Sqm Excess(+) Full Conversion INR

11 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 BI01010001010000000000000515BI010000122 Cum Excess(+) Full Conversion INR

12 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 (Grading II) 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. 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 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) 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. BI01010001010000000000000515BI010000123 Cum Excess(+) Full Conversion INR

13 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 BI01010001010000000000000515BI010000124 Sqm Excess(+) Full Conversion INR

14 Providing & erecting "W" type metal beam crash barrier double sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on both sided 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 rails to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long on both sides fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. BI01010001010000000000000515BI010000125 Mtr Excess(+) Full Conversion INR

15 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 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-in-Charge. BI01010001010000000000000515BI010000126 Mtr Excess(+) Full Conversion INR

16 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 BI01010001010000000000000515BI010000127 Each Excess(+) Full Conversion INR

17 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications BI01010001010000000000000515BI010000128 Each Excess(+) Full Conversion INR

18 Ordinary Kilometer Stone for Plan Roads 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 BI01010001010000000000000515BI010000129 Each Excess(+) Full Conversion INR

19 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 BI01010001010000000000000515BI010000130 Each Excess(+) Full Conversion INR

20 Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26-1967 fixing in position including painting andprinting etc. complete as per technical clause 804 of MORT&H specifications BI01010001010000000000000515BI010000131 Each Excess(+) Full Conversion INR

21 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. BI01010001010000000000000515BI010000132 Each Excess(+) Full Conversion INR

22 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. b-i) 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 rectangular as per 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. specifications. 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 welded with vertical post of sign board complete as per clause 801 of MORT&Hspecifications. 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 . (b) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 BI01010001010000000000000515BI010000133 Each Excess(+) Full Conversion INR

23 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 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 . (b) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 BI01010001010000000000000515BI010000134 Each Excess(+) Full Conversion INR

24 Cautionary sign board 600x600x600mm 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 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 . b (i) 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 rectangular as per 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. specifications. 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 welded with vertical post of sign board complete as per clause 801 of MORT&Hspecifications. 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 . (b) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 BI01010001010000000000000515BI010000135 Each Excess(+) Full Conversion INR

25 Videography of Proposed/Execute site of work of Plan Road before & after completion of work two times (stilling & video Job Work) BI01010001010000000000000515BI010000136 Each Excess(+) Full Conversion INR

26 Add cost of Heritage & Cutlural Cess @ 1.00% BI01010001010000000000000515BI010000137 Percentage Excess(+) Full Conversion INR

27 Add cost of Cencer Cess @ 1.00% BI01010001010000000000000515BI010000138 Percentage Excess(+) Full Conversion INR

28 Routine Maintenance Work (Part-II) Routine maintenance after completion of construction work as per periodicity to routine maintenance mention in the technical specifications. BI01010001010000000000000515BI010000139

29 1st Year after completion (Defects Liability Period) BI01010001010000000000000515BI010000140 0.000 Per Km Full Conversion INR

30 2nd Year after completion BI01010001010000000000000515BI010000141 0.000 Per Km Full Conversion INR

31 3rd Year after completion BI01010001010000000000000515BI010000142 0.000 Per Km Full Conversion INR

32 4th Year after completion BI01010001010000000000000515BI010000143 0.000 Per Km Full Conversion INR

33 5th Year after completion BI01010001010000000000000515BI010000144 0.000 Per Km Full Conversion INR

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