Modernization and widening of 24 No link roads and const of 15 no new link roads Gr no 1 under MC Fzr city Mamdot Mallanwala Distt Ferozepur including 5 years maintenance

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

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

Name of Work: Modernization/ Widening of 24 no's Link Roads and Construction of 15 no's New Link Roads Falling Under MC Ferozepur City, Mamdot & 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. 01) 1. New Construction Link road FZR Fazilka Road to Dana Mandi Khai Pheme Ke to Indra Colony 2. New Construction Link road Piru Wala to Jhok Nodh Singh 3. New Construction Link road Basti Kachura to Dona Telu Mal 4. New Construction Link road Village Pir Khan Sheikh to Karma Mandi 5. New Construction Link Road of Kohala-Mallanwala Road Dhani Baaz Singh 6. New Construction Link Road of Bute Wala to Walayti Shah Wala 7. New Construction Link Road of Village Gogoani New Gurudwara Sahib to Zira FZR Road Via Dera Baba Hukam Lal Ji 8. New Construction Link Road of Village Jaura Stadium to Keeme Wali Jaura Road 9. New Construction Link Road Mannochahal to Lohke Khurd & Asaf wala drain bridge to Basti Dlip Singh 10. New Construction Link Road of Village Valtoha to Basti Khushal Singh 11. New Construction Link Road of Village Machi Ke Kamal Wala Road to Ashi Ke 12. New Construction Link Road of Maroor to Mankian Wali 13. New Construction Link Road Valtoha to Mahian Singh Wala 14. New Construction Link Road Chuchak to Mahian Singh Wala 15. New Construction Link Road Patti Road to Gurudwara Sahib Bandala 16. Fattehgarh Sabraon Road To Rodewala (F 10059) 17. Mallanwala-Makhu Road to Jattanwali (F10008) 18. Ilme Wala to Sudh Singh Wala (F10072) 19. Akku Maste Ke to Gurudwara (F05116) 20. L.F.B Road To Gatti Rajo Ke (F05001) 21. BANDALA TO BASTI RORAN WALI (F05278) 22. FZR- MALLANWALA ROAD TO JAIMAL WALA (M.C. LIMIT) (F10001) 23. T-06 (ZIRA MALLANWALA ) TO T-08 (FATEHGARH SABRAH) VIA MALLANWALLA,FATTEWALA, ALEWALA (TR-19) (F10002) 24. FATTEGHARH SABRAON TO ARRAJI SABRAON (F10074) 25. HAMAD CHAK CHAKI TO GURA SINGH BEHK.(F05194) 26. Dulla Singh Wala to Gagarh Chak (F05131) 27. Hamad Chak to Qutabdin Wala (F05125) 28. Kamal Wala to Nihala Lavera to Dhira Ghara (F05106) 29. TALLI GULAM TO PATTI ROAD ( Balance length of Dhira Ghara Road) (F05286) 30. Bandala to Basti Roran Wali (Balance length) (F05284) 31. DHIRA GHARA SCHOOL TO DHIRA GHARA. (F05171) 32. BANDALA HAMAD CHAK ROAD TO DHIRA GHARA (F05172) 33. KALEKE HITHAR TO DHANI JAGROOP SINGH. (F05174) 34. RATTOKE BEHK TO DHANI ACHHAR SINGH. (F05173) 35. Gatti Harike to Ghrum (F10055) 36. Modernization of SAHEED SURJIT SINGH MARG (F11030) 37. FZR - SHAHDIN WALA ROAD TO KOTWAL (F05120) 38. KAMAL WALA 324 TO BASTI MOHAN SINGH (F05257) 39. RODEWALA TO JALLEWALA (F10006)

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 Dressing of earth work PWD specifications complete in all respects. 15 Sqm Excess(+) Full Conversion INR

1.16 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. 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 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 18 Cum Excess(+) Full Conversion INR

1.19 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. 19 Sqm Excess(+) Full Conversion INR

1.2 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) 20 Cum Excess(+) Full Conversion INR

1.21 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 21 Mtr Excess(+) Full Conversion INR

1.22 Construction of 600 mm dia Hume Pipe complete as per PWD specification 22 Each Excess(+) Full Conversion INR

1.23 Construction of Slap type culvert 600 mm 23 Each Excess(+) Full Conversion INR

1.24 Repair of parapet of existing bridge 24 Each Excess(+) Full Conversion INR

1.25 Repair of parapet of existing hume pipe culvert 25 Each Excess(+) Full Conversion INR

1.26 Construction of Slab Type Culvert 4 Mtr 26 Mtr Excess(+) Full Conversion INR

1.27 Construction of Slab Type Culvert 5 Mtr 27 Mtr Excess(+) Full Conversion INR

1.28 Const. of side drain 1'wide x 1' heigh with 9" Wall 28 Mtr Excess(+) Full Conversion INR

1.29 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 29 Each Excess(+) Full Conversion INR

1.3 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications 30 Each Excess(+) Full Conversion INR

1.31 Reinforced cement concrete M-15 grade 200 metre stone of standard design. 31 Each Excess(+) Full Conversion INR

1.32 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 32 Each Excess(+) Full Conversion INR

1.33 Providing & fixing cautionary sign board (600x600x600) traingular with defination plate ( 600x200mm) as per IRC 67-2012 33 Each Excess(+) Full Conversion INR

1.34 Providing & fixing cautionary sign board (900x600) rectangular 34 Each Excess(+) Full Conversion INR

1.35 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 35 Sqm Excess(+) Full Conversion INR

1.36 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 36 Each Excess(+) Full Conversion INR

1.37 Road marking with thermoplastic compound paint 10cm width 37 Sqm Excess(+) Full Conversion INR

1.38 Cont. of Retaining wall at Submerged Bridge at Village Gatti Rajo ke 38 Mtr Excess(+) Full Conversion INR

1.39 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. 39 Each Excess(+) Full Conversion INR

1.4 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. 40 Each Excess(+) Full Conversion INR

1.41 Credit of Old Material Bricks 41 Nos. Excess(+) Full Conversion INR

1.42 Brick bats ( M-12(d) ) 42 Cum Excess(+) Full Conversion INR

1.43 Bridge Work Estimate Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil.Marshy Soil Depth upto 3 m by Mechanical Means 43 Cum Excess(+) Full Conversion INR

1.44 Plain cement concrete 1:3:6 nominal mix in Abut.base With crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. 44 Cum Excess(+) Full Conversion INR

1.45 Plain/Reinforced Cement concrete in Open foundation complete as per Drawing and Technical Specifications. (H) RCC Grade M35 (i) Using Concrete Mixer 45 Cum Excess(+) Full Conversion INR

1.46 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (H) RCC Grade M-35 Height above 10m (i) Using Concrete Mixture 46 Cum Excess(+) Full Conversion INR

1.47 PCC M15 Grade,as leveling course below approach slab complete as per drawing and Technical specification . 47 Cum Excess(+) Full Conversion INR

1.48 Reinforced cement concrete approach slab using M-30 grade concrete , including reinforcement and formwork complete as per drawing and Technical specification 48 Cum Excess(+) Full Conversion INR

1.49 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete 49 Qtl Excess(+) Full Conversion INR

1.5 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 50 Nos. Excess(+) Full Conversion INR

1.51 Providing, lowering precast concrete NP-2 plain end pipes with collar and reinforcement, in trenches to correct gradient and alignment. cutting of reinforcement cement concrete, plain end pipe stringing in trenches, jointing ends and fixing collars with cement mortar 1:2 as per IS 456:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels, etc., complete in all respect. 900 mm i/d pipe 51 Mtr Excess(+) Full Conversion INR

1.52 Providing and laying of Filter media with granular materials/stone crushed aggregate satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 52 Cum Excess(+) Full Conversion INR

1.53 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (B) Sandy material 53 Cum Excess(+) Full Conversion INR

1.54 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 54 Cum Excess(+) Full Conversion INR

1.55 Making bore and installation of pumping set for dewatering arrangements complete in all respects 55 Mtr Excess(+) Full Conversion INR

1.56 Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects 56 Per Hour Per HP Excess(+) Full Conversion INR

1.57 Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. 57 Rmt Excess(+) Full Conversion INR

1.58 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 58 Each Excess(+) Full Conversion INR

1.59 Add extra Cost of Cultrual Cess @1% on Const Work+ 1% Cancer cess 59 percentage Excess(+) Full Conversion INR

1.6 PART-II Routine Maintenance work for 4 years (2nd year to 5th year) 60

1.61 Routine Maintenance for 2nd year completion 61 Km Full Conversion INR

1.62 Routine Maintenance for 3rd year completion 62 Km Full Conversion INR

1.63 Routine Maintenance for 4th year completion 63 Km Full Conversion INR

1.64 Routine Maintenance for 5th year completion 64 Km Full Conversion INR

1.65 Add extra Cost of Cultrual Cess @1% on maintenance work 65 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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