Modernization widening of 43 Nos link roads and constn of 06 nos new link roads falling under MC FZR City Mamdot Guruharsahai and Mallanwala under scheme of special assistance project ph 2 year 2025 2026 including 5 years maintenance period Gr no 2

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Tender Inviting Authority :- EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B&R, BRANCH FEROZEPUR

Name of Work: Modernization/ Widening of 43 no's Link Roads and Construction of 06 no's New Link Roads Falling Under MC Ferozepur City, Mamdot, Guruharsahai & Mallanwala Distt. Ferozepur Under Scheme of Special Assistance Project Ph-2 Year 2025-26 Including 5 Year Maintenance (1 Year Defect Liability Period + 4 Years Maintenance Period) (Group No. 02) 1. KAMAL WALA TO SUTLEJ CREAK (F05212) 2. BANDALA TO KOT BHUDHA TO DHANI MAJOR SINGH (F05231) 3. GATTI RAJOKE ROAD TO GATTI RAHIM (F05111) 4. GATTI RAJOKE ROAD TO BHAKHRA (F05169) 5. CHANDIWALA TO KHUNDAR GATTI (F05235) 6. GATTI RAJOKE TO JHUGGE NIHANGA WALE (F05241) 7. KAMALE WALA TO KHUNDER GATTI (F05264) 8. CHANDIWALA CROSSING TO VILLAGE KAMALE WALA (F05263) 9. JALLOKE TO GOVT. PRIMARY SCHOOL GATTI RAHIME (F05265) 10. BHANE WALA TO TENDI WALA (F05142) 11. BHANE WALA TO BASTI RAM LAL (F05150) 12. BHANE WALI TO VILLAGE CHANDI WALA VIA CHURI WALA. (F05262) 13. CHANDI WALA TO JHUGGE MEHTAB SINGH (F05266) 14. KALE KE HITHAR TO KALE KE SCHOOL (F05168) 15. ARIFKE BANDALA ROAD TO KALEKE HITHAR (F05023) 16. BAGGUWALA TO NIHALA LAVERA ROAD (F05154) 17. KALEKE HITHAR TO KUTABDIN WALA (F05180) 18. HAMAD CHAK TO BASTI BHANE WALI (BEHAK RATTOKE) (F05080) 19. FZR CITY TO ALIKE (F05003) 20. BANDALA BUS STAND TO BASTI KISHAN SINGH (F05162) 21. KALE KE HITHAR TO BASTI SUKHRAJ (F05249) 22. BAGGEWALA TO BEHAK RATTOKE (F05211) 23. MALL ROAD TO RAM SHARNAM ASHRAM (F05196) 24. GAZNIWALA TO BSF POST (F11125) 25. MAMDOT RAO KE GAJNI WALA ROAD TO GAZNI WALA BSF POST (F11024) 26. MAMDOT RAO KE, GAJNIWALA ROAD TO RAJA RAI POST (F11025) 27. DONA MATTAR TO DHANI JASWANT SINGH (SOLING ONLY) (F11105) 28. MAMDOT TO DONA REHMAT WALA (F11049) 29. GAZNI WALA TO CHAK SHIKAR GARH (F11079) 30. FATEHWALA ALEWALA ROAD TO GURUDWARA ALEWALA (F10096) 31. Aale Wala to Gurudwara Sahib Punj Singha (F10108) 32. KAMAL WALA TO ALE WALA (F10003) 33. RODEWALA BANDH TO Aaraji SABRAH (F10097) 34. Butewala to Railway Station Bute Wala (F10062) 35. DULEWALA TO FATTE WALA (F10035) 36. MALLANWALA TO FATTEGARH SABRAON (F10005) 37. New Construction Link road Akku Wala to Shamshan Ghat 38. New Construction Link road Village Betu Qadim to Ghora Pir Road 39. FEROZEPUR-ZIRA ROAD TO MALLANWALA-ZIRA ROAD. (M.C. LIMIT) KM. 2.65 TO 9.02 ('F10021) 40. BHARANA TO KOHALA ('F10050) 41. New Construction Link road Tibbi Kalan to Gurudwara Partakh Sahib 42. ALFUKE TO ALIKE JHUGGIAN (F06016) 43. FF ROAD TO SHAM SINGH WALA (F06018) 44. GURUHARSAHAI TO BOOR WALA UPTO MC LIMIT (Jamalgarh to Chak Jamalgarh) (From RD 9.00-11.00=2.00 Km) (F06038) 45. CHAK KALE WALA TO JAWAHARE WALA (F06041) 46. MOHAN KE HITHAR TO PANJE KE UTTAR (F06047) 47. Construction of New Link Road village Virk Khurd (Karkandi) to Dhani Partap Singh (Kohar Singh Wala) 48. Construction of New Link Road Jand Wala to Dhani Bhan Singh 49. Construction of New Link Road Choota Jand Wala to Ranjeetgarh including 5Mtr single span type culvert

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

1.01 Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical clause 404 of MORT&H specifications ( Full surface area will be measured for payment) Reconst. Portion ( Type -I) 1 Sqm Excess(+) Full Conversion INR

1.02 Dismentalling stone pitching or soling ( Existing road Crust Dismentalling) 2 Cum Excess(+) Full Conversion INR

1.03 Dismantling of existing brick on end edging complete in all respect as per PWD specifications. 3 Cum Excess(+) Full Conversion INR

1.04 Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, inal dressing of earth to give level, camber, atering, 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. (In case of link roads earth work to be done by villagers 4 Sqm Excess(+) Full Conversion INR

1.05 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 5 Mtr Excess(+) Full Conversion INR

1.06 Construction of granular sub base by providing material , spreading in uniform lyaers with mortor grader on prepared surface, mixing by mix ibn place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired dinsity, complete as per MORD technical specifications.( With Scarified material) 6 Cum Excess(+) Full Conversion INR

1.07 Construction of granular sub base by providing material , spreading in uniform lyaers with mortor grader on prepared surface, mixing by mix ibn place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired dinsity, complete as per MORD technical specifications 7 Cum Excess(+) Full Conversion INR

1.08 Providing,Laying, Spreading and compacting stone aggregates of grading -I to water bound macadam specificaton in cluding spreading in uniform thickness, hand pacing , rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requiste type of binding materials to fill up the interstitices of coarse aggregate, waterin gand compacting to the required denisty complete as per technical specificatons ( without screening for low volume roads /undesigned) 8 Cum Excess(+) Full Conversion INR

1.09 Providing,Laying, Spreading and compacting stone aggregates of grading -II to water bound macadam specificaton in cluding spreading in uniform thickness, hand pacing , rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requiste type of binding materials to fill up the interstitices of coarse aggregate, waterin gand compacting to the required denisty complete as per technical specificatons ( without screening for low volume roads /undesigned) 9 Cum Excess(+) Full Conversion INR

1.1 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 10 Sqm Excess(+) Full Conversion INR

1.11 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 clause 11 Sqm Excess(+) Full Conversion INR

1.12 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 12 Sqm Excess(+) Full Conversion INR

1.13 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 @ 1.34kg per sqm and plastic waste confirming to IRC Norms @ 0.12 kg per sqm with paver finisher mechnical 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. The Material Selection for Plastic waste and procedure for mixing plastic waste shall be strictly in accordance with the guidelines given in IRC-SP-98-2003 13 Sqm Excess(+) Full Conversion INR

1.14 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, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. 14 Sqm Excess(+) Full Conversion INR

1.15 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. 15 Sqm Excess(+) Full Conversion INR

1.16 Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M- 35 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. 16 Sqm Excess(+) Full Conversion INR

1.17 Kassi work undressed involving and average horizontal throw up to 2.0 Meters and an average vertical lift up to 0.50 Meters including breaking of clods. 17 Cum Excess(+) Full Conversion INR

1.18 Dressing of earth work PWD specifications complete in all respects. 18 Sqm Excess(+) Full Conversion INR

1.19 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 19 Cum Excess(+) Full Conversion INR

1.2 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 approved 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 of MORT&H specifications 20 Mtr Excess(+) Full Conversion INR

1.21 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. 21 Sqm Excess(+) Full Conversion INR

1.22 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 (Labour rate only) 22 Cum Excess(+) Full Conversion INR

1.23 Construction of 600 mm dia Hume Pipe complete as per PWD specification 23 Each Excess(+) Full Conversion INR

1.24 Construction of 450 mm dia Hume Pipe complete as per PWD specification 24 Each Excess(+) Full Conversion INR

1.25 Construction of 2'-6" High Retaining Wall 25 Each Excess(+) Full Conversion INR

1.26 Repair of parapet of existing hume pipe culvert 26 Each Excess(+) Full Conversion INR

1.27 Const. of side drain 1'wide x 1' heigh with 9" Wall 27 Mtr Excess(+) Full Conversion INR

1.28 Cont. Slab Type Culvert 600mm 28 Mtr Excess(+) Full Conversion INR

1.29 Construction of New 5 Mtr Span Type Culvert 29 Mtr Excess(+) Full Conversion INR

1.3 Construction of New 6 Mtr Single Span Type Culvert 30 Each Excess(+) Full Conversion INR

1.31 Const. of R/E Wall 31 Mtr Excess(+) Full Conversion INR

1.32 Reinforced cement concrete M-15 grade Kilometer stone of standard design for village roads s per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specification 32 Each Excess(+) Full Conversion INR

1.33 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 33 Each Excess(+) Full Conversion INR

1.34 Reinforced cement concrete M-15 grade 200 metre stone of standard design. 34 Each Excess(+) Full Conversion INR

1.35 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 35 Each Excess(+) Full Conversion INR

1.36 Providing & fixing cautionary sign board (600x600x600) traingular with defination plate ( 600x200mm) as per IRC 67-2012 36 Each Excess(+) Full Conversion INR

1.37 Providing & fixing cautionary sign board (900x600) rectangular 37 Each Excess(+) Full Conversion INR

1.38 Informatory sign board 800x600mm 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 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 . Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 38 Each Excess(+) Full Conversion INR

1.39 Road marking with thermoplastic compound paint 10cm width 39 Sqm Excess(+) Full Conversion INR

1.4 Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade Sheeting Type IV 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 riverts @ 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 40 Each Excess(+) Full Conversion INR

1.41 Moulded Shank Road Stud 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 as per Clause 804.7.3 of MORT&H 5th revision specifications. 41 Each Excess(+) Full Conversion INR

1.42 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. Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 42 Each Excess(+) Full Conversion INR

1.43 Videography of all the roads included in DNIT to be done before the start of any work. Videography to be undertaken in the presence of an officer not below the rank of SDE / JE. Two video copies of each road to be submitted by contractor. It must cover all reaches and aspects of the road. 43 Each Excess(+) Full Conversion INR

1.44 Credit of Old Material Bricks 44 Nos. Excess(+) Full Conversion INR

1.45 Brick bats ( M-12(d) ) 45 Cum Excess(+) Full Conversion INR

1.46 Add extra Cost of Cultrual Cess @1% on Const Work+ 1% Cancer cess 46 percentage Excess(+) Full Conversion INR

1.47 PART-II Routine Maintenance work for 4 years (2nd year to 5th year) 47

1.48 Routine Maintenance for 2nd year completion 48 Km Full Conversion INR

1.49 Routine Maintenance for 3rd year completion 49 Km Full Conversion INR

1.5 Routine Maintenance for 4th year completion 50 Km Full Conversion INR

1.51 Routine Maintenance for 5th year completion 51 Km Full Conversion INR

1.52 Add extra Cost of Cultrual Cess @1% on maintenance work 52 percentage Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Note 1. Routine Maintencae Four Years (2nd year to 5th year) is Fixed Amount. Contractor will Quote his Rate (Percentage) Below or Above only Part-I i.e. Cost BOQ 2. Routine Maintenance of Roads there Lumsum provision for each year of maintenance the payment should be made for actual work done at site measured in MB by concerned Engineer.

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