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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 CONSTRUCTION DIVISION, Rupnagar Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION PWD B AND R RUPNAGAR Name of Work:Modernization/Widening of Rural Link Roads (1) Widening of RGN road to Gag, Length 2.50 Km (2)RGN road Magewal to Bikapur Uppar, Length 4.16 Km (3) RGN road to Surewal uper to Baba Balak Nath Mandir Gagra, Length 5.69 Km (4) Link road RGN road to dasgrain, Length 1.55 Km (5) Link road RGN road to khanpur, Length 2.60 Km (6) link road Mathura to polytechnic college with culvert Length 1.55 Km (7) Link road Bhanam to Satsang Bhawan, Length 0.90 Km, (8)New construction of link road mathura to satluj bridge, Length 2.00Km,including Routine Maintenance work for 5 years (1st year will be considered as defect liability period) falling in Assembly Consistuency Sri Anandpur Sahib under Special Assistance Scheme in District Rupnagar (Group-II) 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 RateRs. 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 inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Excavation for Roadway (By Mechanical Means) Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation 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 lift and combined lead up to 60 mtr. |
| 3 | Compaction of Earth 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. (In case of link roads earth work to be done by villagers) |
| 4 | Construction of Embankment with good quality earth obtained from Borrowpits Complete in all respects.R 24.12ii) |
| 5 | Making 50 mm x 50 mm FurrowsMaking 50 mm x 50 mm Furrows 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 (Full surface area will be measured for payment) |
| 6 | Dismantling brick work tile, masonry or tile liningi.) Dismantling dry brick work (8.5(i)) |
| 7 | Brick on end edging 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 |
| 8 | Granular Sub-BaseConstruction 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 specifications7 |
| 9 | Water Bound Macadam Grading I (withoutscreening for low volume Roads/undersigned 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 |
| 10 | Water Bound Macadam Grading II (without screening for low volume Roads/undersignedRoads 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 |
| 11 | Tack Coat @ 0.25kg per sqm Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications |
| 12 | Tack Coat @ 0.40kg per sqm 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 |
| 13 | Bituminous Macadam 50mm to 75mm thickness (Grading II) Providing and laying bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with paver finisher Mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specificationsNOTES:-(i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution.(ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid/ deducted accordingly. The limits of variation shall be worked out with the approved formula.TECHNICAL NOTE:-I.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for dense bituminous macadam shall meet all requirements set forth clause 505 of MORT&H specifications.II.) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT&H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision).III.) The approved mix shall exhibit the following details source and location of all material:-(a) Binder expressed as percentage by weight of total mix.(b) Course expressed as percentage by weight of total mix.(c) Crushed bajri expressed as percentage by weight of total mix.(d) Fine aggregate expressed as percentage by weight of total mix.(e) A single definite percentage passing each sieve for mixed aggregates.(f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC |
| 14 | Surface dressing Providing and laying surface dressing in singlecoat using crushed stone aggregates of specifiedsize on a layer of bituminous binder VG-10 @ 1kgper sqm laid on prepared surface after cleaningthe road surface and rolling with 8-10 tonnesmooth wheeled steel roller complete as pertechnical clause 509 of MORT&H specifications 24.2 |
| 15 | Earth work excavation in ordinary soil, exclusive of compensation of earth:-a) 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. |
| 16 | Open - Graded Premix Surfacing 20mm thicknessProviding, 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 |
| 17 | Seal coatProviding 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 24.28 c |
| 18 | (-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:-(i) Brick Bat |
| 19 | (ii) Bricks |
| 20 | Patch work with Water Bound Macadam GradingII (Without Screening) Providing and laying patch work with stone aggregates of Grading II laid to water bound macadam specification after trimming the pot hole, removal of failed material, hand packing, applying and brooming requisite type of binding materials to fill up the interstices of coarse aggregate, watering and rolling with smooth wheeled roller 8-10 tonnes to match the adjoining surface complete as per technical clause 404 of MORT&H specifications (Without Screening |
| 21 | Rumble Strips with thermoplastic road marking 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 |
| 22 | Road Structure Work:-Village BoardProviding & fixing of Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD/MORT&H specifications |
| 23 | Kilo Meter StoneReinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8- 1980 fixing in position including painting and printing etc. complete as per technical clause 804of MORT&H specifications |
| 24 | Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 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 60x60x3.2mmmm 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. (Including Definition Plate 600x200mm) |
| 25 | 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 of0.4 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 Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 |
| 26 | 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 clause6.9 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 |
| 27 | Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Double Sided 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 clause6.9 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 (CM Board) |
| 28 | Solar RPM/ Stud Providing and installation of solar cateye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cateye shall be of height: 65± 2 mm & Maximum Diameter: 136 ± 4 mm. The body of the solar cateye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. |
| 29 | 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 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 clause804.7.3 of MORT&H 5th revision specifications. |
| 30 | 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. |
| 31 | Road Delineator/Vertical Guide Post Delineator 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. |
| 32 | Construction of 20' Span Type Culvert complete in all respect as per Drawing/Design and PWD Specifications. |
| 33 | Construction of 1' 6\\" X 2' RCC Side drain complete in all respect as per Drawing/Design and PWD Specifications. |
| 34 | Construction of 1.0 Mtr high retaining wall complete in all respect as per Drawing/Design and PWD Specifications. |
| 35 | Construction of 2.5 Mtr high retaining wall complete in all respect as per Drawing/Design and PWD Specifications. |
| 36 | Construction of 1.5 Mtr high retaining wall complete in all respect as per Drawing/Design and PWD Specifications. |
| 37 | Construction of 8 mtr high retaining wall complete in all respect as per Drawing/Design and PWD Specifications. |
| 38 | Construction of Box Type cell culvert complete in all respect as per Drawing/Design and PWD Specifications. |
| 39 | Providing and laying 80 mm thick (M-40 Grade) factory made cement concrete interlocking paver blocks as per x-section complete in all respect as per PWD Specifications. |
| 40 | Construction of 4.5 feet high retaining wall complete in all respect as per Drawing/Design and PWD Specifications. |
| 41 | Construction of R.C.C.Road complete in all respect as per Drawing/Design and PWD Specifications. |
| 42 | Construction of parapet wall complete in all respect as per Drawing/Design and PWD Specifications. |
| 43 | Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) |
| 44 | Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 42 |
| 45 | PART-IIAdd Maintenance Cost |
| 46 | Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 2nd Year) |
| 47 | Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year) |
| 48 | Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 4th Year) |
| 49 | Routine Maintenance of construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 5th Year) |
| 50 | Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 45 to 48 Total in Figures 146147409.19 146147409.19 INR Fourteen Crore Sixty One Lakh Forty Seven Thousand Four Hundred & Nine and Paise Nineteen 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 Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
