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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority :- EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B&R, BRANCH FEROZEPUR Name of Work: Modernization of 12 no's Link Roads and Construction of 04 no's New Link Roads Falling Under MC Ferozepur City And Mamdot 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 Colony2. New Construction Link road Piru Wala to Jhok Nodh Singh3. New Construction Link road Basti Kachura to Dona Telu Mal4. New Construction Link road Village Pir Khan Sheikh to Karma Mandi5. Akku Maste Ke to Gurudwara (F05116)6. L.F.B Road To Gatti Rajo Ke (F05001)7. BANDALA TO BASTI RORAN WALI (F05278)8. HAMAD CHAK CHAKI TO GURA SINGH BEHK.(F05194)9. Hamad Chak to Qutabdin Wala (F05125)10. TALLI GULAM TO PATTI ROAD ( Balance length of Dhira Ghara Road) (F05286)11. DHIRA GHARA SCHOOL TO DHIRA GHARA. (F05171)12. BANDALA HAMAD CHAK ROAD TO DHIRA GHARA (F05172)13. KALEKE HITHAR TO DHANI JAGROOP SINGH. (F05174)14. RATTOKE BEHK TO DHANI ACHHAR SINGH. (F05173)15. Modernization of SAHEED SURJIT SINGH MARG (F11030)16. FZR - SHAHDIN WALA ROAD TO KOTWAL (F05120) Contract No: Civil Works Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # 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 TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Part-1 (Const. work)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) |
| 3 | Dismentalling stone pitching or soling ( Existing road Crust Dismentalling) |
| 4 | Dismantling of existing brick on end edging complete in all respect as per PWD specifications. |
| 5 | 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 |
| 6 | 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 |
| 7 | 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) |
| 8 | 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. |
| 9 | 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) |
| 10 | 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) |
| 11 | 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 |
| 12 | 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 |
| 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 |
| 14 | 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 |
| 15 | 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. |
| 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. |
| 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. |
| 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 |
| 19 | 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 | Construction of 600 mm dia Hume Pipe complete as per PWD specification |
| 21 | Repair of parapet of existing hume pipe culvert |
| 22 | Const. of side drain 1'wide x 1' heigh with 9\\" Wall |
| 23 | 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 |
| 24 | Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications |
| 25 | 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 |
| 26 | Providing & fixing cautionary sign board (600x600x600) traingular with defination plate ( 600x200mm) as per IRC 67-2012 |
| 27 | Providing & fixing cautionary sign board (900x600) rectangular |
| 28 | 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 |
| 29 | Road marking with thermoplastic compound paint 10cm width |
| 30 | Cont. of Retaining wall at Submerged Bridge at Village Gatti Rajo ke |
| 31 | Moulded Shank Road StudSupplying 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. |
| 32 | 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 |
| 33 | 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. |
| 34 | Credit of Old Material Bricks |
| 35 | Brick bats ( M-12(d) ) |
| 36 | Bridge Work EstimateEarth 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 |
| 37 | 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. |
| 38 | Plain/Reinforced Cement concrete in Open foundation complete as per Drawing and Technical Specifications. (H) RCC Grade M35 (i) Using Concrete Mixer |
| 39 | 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 |
| 40 | PCC M15 Grade,as leveling course below approach slab complete as per drawing and Technical specification . |
| 41 | Reinforced cement concrete approach slab using M-30 grade concrete , including reinforcement and formwork complete as per drawing and Technical specification |
| 42 | 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 |
| 43 | 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 |
| 44 | 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 |
| 45 | 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. |
| 46 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (B) Sandy material |
| 47 | 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 |
| 48 | Making bore and installation of pumping set for dewatering arrangements complete in all respects |
| 49 | Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects |
| 50 | 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. |
| 51 | Add extra Cost of Heritage & Cultural Cess @ 1.00% on Constn Work + 1% Cancer Cess |
| 52 | PART-II Routine Maintenance work for 4 years (2nd year to 5th year) |
| 53 | Routine Maintenance of Construction work as per periodicity to routine maintenance mentioned in the technical specifications (for 2nd Year) |
| 54 | Routine Maintenance of Construction work as per periodicity to routine maintenance mentioned in the technical specifications (for 3rd Year) |
| 55 | Routine Maintenance of Construction work as per periodicity to routine maintenance mentioned in the technical specifications (for 4th Year) |
| 56 | Routine Maintenance of Construction work as per periodicity to routine maintenance mentioned in the technical specifications (for 5th Year) |
| 57 | Heritage & Cultural Cess @ 1.00% on Routine Maintenance Part-II Total in Figures 82081540.0 82081540.0 INR Eight Crore Twenty Lakh Eighty One Thousand Five Hundred & Forty Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Routine Maintenance 9438525.0 Quoted Rate in Words INR Zero Only 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 BOQ2. 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. Please Enable Macros to View BoQ information |
