Link Roads Modernization in MC Hoshiarpur and 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. 2

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

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

Name of Work: Modernization & Construction of Link Roads under the scheme 1500 Crore Group No. 2. 1. Construction of New Link road Bahle to Jhambowal 2. Construction of New Link road Pandori Atwal to Rana 3. Construction of New Link road Pandori Atwal to Kandi Canal 4. Construction of New Link road JhuJhar Chathial to Mukha (Daffar) 5. Construction of New Link road Hoshiarpur Dasuya Road (Truck Union Garhdiwala) to Gondpur 6. Construction of New Link road Sarian Adda to Darapur Shamshanghat Via Peer da Dera 7. Construction of New Link road Pandori Malian to Sant Baba Malla Singh via Nangal Malian 8. Construction of New Link road Nrur to Bhatla 9. Construction of New Link road Village Jia Natha to Khudda Jia Natha 10. Construction of New Link road Randhawa Suger Mill to Kala Jhingar 11. Construction of New Link road Khera Kotli Gurudwara Sahib to Bodal 12. Construction of New Link road Jaglan (Khooh) to Kolian 13. Construction of New Link road Sedowal Bridge to Sechewal Dera 14. Construction of New Link road Badla Makowal road to Aglohar (Bhatian) 15. Construction of New

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) Dismantling brick edging in strengthening portion include sorting and stacking dismantled material Complete as per CSR 8.5 i 35.6 Cum 144.33 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 Compaction of earthwork and preparation of sub-grade including loosening leveling of earth 225 mm 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 table 300-2 as per technical clause 305 of MORT&H Specifications as per CSR 24.4 c 179872 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

3 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 65508 Mtr. 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

4 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 9885.84 Cum 1592.3 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 Water Bound Macadam Grading I (withoutscreening for low volume Roads/undersigned Roads 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) 7414.37 Cum 1673 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 Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads Providing, laying, spreading and compacting stone aggregates of Grading III 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 Water Bound Macadam Grading II requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications without screeening as per CSR 24.12 (ii) 7887.14 Cum 1672.14 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 Credit of materials Bricks bats 17.8 Cum 531 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 Credit of materials Bricks 5130 Nos 2.5 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 Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical specifications as per CSR 24.10 6270 Sqm 5.27 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

10 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 105161.76 Sqm 81.3 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 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) 234990.87 Sqm 23.26 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 Providing and laying bituminous macadam 50mm to 75mm thick with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-10 @3.4%, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications as per CSR 24.18 a 3403.33 Sqm 7409.17 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

13 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 166924.25 Sqm 137.25 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

14 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 166924.25 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

15 Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods Complete as per CSR Item no 6.2 (a) 15773.16 Cum 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

16 Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications as per CSR 24.62 a 1330 Mtr. 105.5 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 Road Furniture , Road Safety Items , & Road structure Construction of 450mm dia HPC as per PWD specification 65 Each 61733.49 Excess(+) Full Conversion INR

18 Constn. of 2 Span Type Culvert as per PWD Specification 2 Each 86622 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 Construction of 18' wide Concrete Pavement as per PWD Specification 926 Mtr. 7346 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 Construction of 1' wide Side Drain as per PWD Specification 810 Mtr. 2266.98 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 Construction of unreinforced plain cement concrete pavement in M-30 ready mix design over prepared sub base as per CSR 24.58 630.44 Cum 5838.1 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 Construction of Cement Concrete as per PWD Specification 5543 Mtr. 4425.06 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 1st Class Brick work 1:5 Ratio in foundation & Plinth. CSR 11.5 9 Cum 5857.89 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 laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates (CSR 22.23 A) 693 Cum 2627.33 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 Construction of 4'-6" High Retaining Wall as per PWD specification 260 Mtr. 5574 Excess(+) Full Conversion INR

26 Construction of 6'-0" High Retaining Wall as per PWD specification 210 Mtr. 9448.59 Excess(+) Full Conversion INR

27 Construction of 8'-0" High Retaining Wall as per PWD specification 190 Mtr. 12943.99 Excess(+) Full Conversion INR

28 Repair of Side Drain as per PWD specification 423 Mtr. 827 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 Construction of Solid Causeway as per PWD specification 273 Mtr. 23506.79 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 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 40 Each 2763.03 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 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 24.39 386 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

32 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 5498.33 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

33 Cautionary sign board 900x900x900mm triangularas per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 495609 and as per IRC 67 2012 complete as per CSR Item No 24.44 a (i) 48 Each 4274.77 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

34 Providing and fixing Cautionary Sign board 600x600x600mm Triangular with Definition Plate using Type-IV sheeting as per CSR 24.44bi+24.49b 187 Each 3964.52 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

35 Definition Plate 600x200mm rectangular as per a per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 complete as per CSR Item no 24.49 b 38 Each 681.37 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

36 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 84 Each 6921.43 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

37 Providing and fixing 900x600mm double sided CM sign Board. (Detail attached). 24 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

38 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 8503.93 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

39 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 24.51 288 Each 3979.11 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

40 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 6976 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

41 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.CSR 24.66 319 Each 1238.13 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

42 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 24.56 346 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

43 Videography of Proposed/Execute site of work of Link Roads 24 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

44 Add 1% Cultural Cess 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

45 Add 1% Cancer Cess percentage 0.01 Full Conversion INR

46 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) 43.874 Km 49173.22 Full Conversion INR

47 Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 3rd Year) 43.874 Km 64323.7 Full Conversion INR

48 Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 4th Year) 43.874 Km 95780.51 Full Conversion INR

49 Routine Maintenance after completion of Construction work as per periodicaly to routine maintenance mentioned in the technical specifications (For 5th Year) 43.874 Km 116941.26 Full Conversion INR

50 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

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