Link Roads Modernization in MC Dasuya under Special Central Assistance FY 2025-26 Phase II including 5 years maintenance 1 Year Defect Liability Period plus 4 Year Maintenance Distt. Hoshiarpur. Group No. 4

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Tender Inviting Authority: EXECUTIVE ENGINEER, CONSTRUCTION DIVISION NO.1 PWD B&R BR., HOSHIARPUR

Name of Work: Modernization of New Link Roads in MC Hoshiarpur and MC Dasuya (Group No. 4) under "SCHEME SPECIAL ASSISTANCE 2025-26" including 5 years maintenance under Head 3054 SH M&R (1 Year Defect Liability Period + 4 Year Maintenance) Distt. Hoshiarpur. 1. Kandi Kanal to Dera Dharan Singh (Aglor) 2. NH44 to Gurudwara Chevi Patshahi 3. Unchi Bassi to Sehga 4. Village Kalhama to Kamawali shamshanghat 5. Gurudwara Ibrahimpur to Bhaini Mirza Khan Road 6. Bhaini Mirza Khan to Gurdwara Mewa Miani 7. Gurudwara Khepar Sahib Tehal Singh Da Ghar 8. Khera Kotli to Shamshanghat Ajmer Singh Da Bhatha 9. NH-44 to Khera Kotli via Punsup Godown 10. Bija Bhatoli to Makkhowal 11. Phirni of village Chack Mehra (A) 12. Gajrali to Community hall 13. Kamalpur road to Dhussi bandh village Nangal 14. Village Bersha to Maseet 15. Kalyanpur to Usman Shaheed road 16. Santokh Singh Da Ghar to Pavitter Bein 17. Village Himmatpur to Pul 18. Thillowal Khun Khun to Baba Kajji Sai Da Dera 19. Dadial to Nau Gaza Peer 20. Phirni of village Makkhowal 21. Badla Makkhowal road to Kallowal Shamshanghat 22. Dasuya Sansarpur road to Sanghwal Tobba 23. Village Jhinger Kalan to Shamshanghat 24. Dasuya Sansarpur road to Sansarpur Gurudwara Sahib 25. Hoshiarpur Dasuya road to Nar Jatherey Kular 26. Phirni of village Chack Mehra (B) 27. Dasuya Hajipur road to Badla road to Ghallian 28. Panwan to Jandaur 29. Sant Sechewal Dera to Dasuya Miani Road via Galowal

Contract No: Civil Works

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 PART - I (CONSTRUCTION WORK) Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. as per CSR 24.4 (c ) 129244.5 Sqm 6.32 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

2 Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications as per CSR 24.14 46998 Rmt 84.86 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

3 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 as per CSR 24.7 7382.62 Cum 1589.11 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

4 Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications as per CSR 24.11 (ii) Without Screening 5536.97 Cum 1643.59 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

5 Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications as per CSR 24.12 (ii) Without Screening 5536.97 Cum 1643.55 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

6 Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications as per CSR 24.24 73826.22 Sqm 81.11 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

7 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 as per CSR 24.16 (b) 73826.22 Sqm 23.29 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

8 Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications as per CSR 24.25a 73826.22 Sqm 136.77 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

9 Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications) as per CSR 24.28 (C ) Seal Coat Type B 73826.22 Sqm 57.25 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

10 Earth work on berms taken from road sides including excavation with mechanical means including watering and rolling to specifications as per CSR 6.2 a 9276 Sqm 81.12 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

11 Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1 m centre to centre over freshly laid butuminous layer by using close graded premix surface material type Bat approved locations to control speed and marked with 100mm wide white strips of thermopastic surfacing materisal type B shall conform to technical clause 51 and thermoplastic road marking paint shall conform to technical clause 803 of MORT & H specification. 1738.5 Mtr 105.38 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

12 Road Furniture , Road Safety Items , & Road structure Constn. 0f 10' wide Concrete Pavement as per PWD Specification 4856 Mtr. 4394.27 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

13 Construction of unreinforced plain cement concrete pavement in M-30 ready mix design over prepared sub base as per CSR 24.58 951.22 Cum 5837.23 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

14 Construction of 450mm dia Hume Pipe Culvert as per PWD Specification 71 Each 61443.18 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

15 Construction of 2' Span Type Culvert as per PWD specification 6 Each 82122.83 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

16 Construction of 4'-6" High Retaining Wall as per PWD specification 67 Mtr. 7162.64 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

17 Construction of 8'-0" High Retaining Wall as per PWD specification 104 Mtr. 12924.32 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

18 Construction of Solid Causeway as per PWD Specification 70 Mtr. 23464.17 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

19 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 CSR 24.37 c 16 Each 2763 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

20 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications CSR 24.40 67 Each 5498.34 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

21 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 CSR 24.39 214 Each 1371.82 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

22 Providing and fixing Cautionary Sign board 600x600x600mm Triangular with Definition Plate using Type-IV sheeting as per CSR 24.44b(i)+24.49b 264 Each 3964.53 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

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 Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 Complete as per CSR Item no 24.47 b 82 Each 6921.44 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

24 Providing and fixing 900x600mm double sided CM sign Board. (Detail attached). 29 Each 9474 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

25 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 Complete as per CSR Item No 24.57 4252.35 Sqm 324.92 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

26 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 as per CSR 24.51 284 Each 3979.09 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

27 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. CSR 24.63 4170 Each 256.75 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

28 W" Type Metal Beam Crash Barrier Single Sided 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 postcomplete as per approved drawingsand technical clause IRC: 119-2015 CSR 24.56 800 Mtr. 2758.53 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

29 Videography of Proposed/Execute site of work of Link Roads 29 Each 1000 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

30 Heritage & Culture Cess @ 1.00% percentage 0.01 Excess(+) Full Conversion INR 1 Collection of Pantoons manufactured with M.S. Plate complete in all respects ( as per standard design) item1 123.223 Nos

31 PART - II (MAINTENANCE WORK) Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 2nd Year) 23.5 Km 43314.54 Full Conversion INR

32 Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 3rd Year) 23.5 Km 59774.72 Full Conversion INR

33 Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 4th Year) 23.5 Km 88481.31 Full Conversion INR

34 Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 5th Year) 23.5 Km 109455.65 Full Conversion INR

35 Add 1% Cultural Cess on maintenance percentage 0.01 Full Conversion INR

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

Quoted Rate in Figures Select Total Cost of Routine Maintenance

Quoted Rate in Words