Items - Short Term Maintenance of Kiratpur Sahib - Shri Anandpur Sahib - Nangal Road upto Mehatpur (HP Border) from KM 44.700 to KM 80.420 of NH-503 (Extn.) in State of Punjab for 2025-26
| Percentage BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Percentage | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, At Par, Excess (+), Less (-) | IOCL | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: National Highway Division PWD B and R Rupnagar | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: Short Term Maintenance of Kiratpur Sahib-Shri Anandpur sahib-Nangal-Una Road upto Mehatpur (HP Border) from KM 44.700 to Km 80.420 of NH-503(Extn.) in State of Punjab for 2025-26 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| 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 ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate in 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 Without Taxes in Rs. P | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 3 | 4 | 5 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 6 | 54 | 7 |
| 1 | Clearing, Cleaning, Deepening and reshaping of roadside unlined/ kaccha drains and making shallow kaccha lateral drains on shoulders wherever required, including removal and disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer in-Charge and as per Maintenace Standards Clause no. 3.1 (Frequency of cleaning in urban areas will be quarterly whereas in rural areas, it will be twice in a year i.e. before and after monsoon). a) Drains having depth upto 0.6 meter | Ag1 | 1000.00 | RM | 177.000 | Excess(+) | 1 | Full Conversion | INR | 177000.00 | 177000.00 | INR One Lakh Seventy Seven Thousand Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 2 | Clearing road side/Median open lined/pucca drains to bring them to original shape, drainage capacity including disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer-in Charge and as per Maintenance Standards Clause no. 3.1 (Frequency of cleaning in urban areas will be quarterly whereas in rural areas it will be twice in a year i.e. before and after monsoon). b) Drains having cross-sectional area more than 0.3 Sqm | Ag2 | 3800.00 | RM | 177.000 | Excess(+) | 1 | Full Conversion | INR | 672600.00 | 672600.00 | INR Six Lakh Seventy Two Thousand Six Hundred Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 3 | Clearing slab/box type culverts and pipe culverts including clearing, cleaning and reshaping of upstream and down stream faces of these culverts within right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respects as per direction of Engineer-in-Charge. and as per Maintenance Standards Clause 3.1 (Frequency of cleaning will be one time in a year i.e. before start of monsoon). a) Slab/Box Type Culverts | Ag3 | 45.00 | No. | 2500.000 | Excess(+) | 1 | Full Conversion | INR | 112500.00 | 112500.00 | INR One Lakh Twelve Thousand Five Hundred Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 4 | Tack Coat on Bituminous surfaces Providing and applying tack coat with penetration grade bitumen VG-40 using bitumen 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. | Ag4 | 17000.00 | Sqm | 12.804 | Excess(+) | 1 | Full Conversion | INR | 217668.00 | 217668.00 | INR Two Lakh Seventeen Thousand Six Hundred & Sixty Eight Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 5 | Bituminous Concrete Grading - II Providing and laying bituminous concrete 30mm to 45mm thick with Batch Type Hot Mix Plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 5.4%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications. | Ag5 | 680.00 | Cum | 10714.349 | Excess(+) | 1 | Full Conversion | INR | 7285757.32 | 7285757.32 | INR Seventy Two Lakh Eighty Five Thousand Seven Hundred & Fifty Seven and Paise Thirty Two Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 6 | 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 clause 804.7.3 of MORT&H 5th revision specifications | Ag6 | 1333.33 | No. | 217.60 | Excess(+) | 1 | Full Conversion | INR | 290132.61 | 290132.61 | INR Two Lakh Ninety Thousand One Hundred & Thirty Two and Paise Sixty One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 7 | Road Marking with Thermoplastic Compound 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 | Ag7 | 1350.00 | Sqm | 550.598 | Excess(+) | 1 | Full Conversion | INR | 743307.30 | 743307.30 | INR Seven Lakh Forty Three Thousand Three Hundred & Seven and Paise Thirty Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 8 | 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 post complete as per approved drawings and technical clause IRC: 119-2015. | Ag8 | 300.00 | Running Metre | 2337.892 | Excess(+) | 1 | Full Conversion | INR | 701367.60 | 701367.60 | INR Seven Lakh One Thousand Three Hundred & Sixty Seven and Paise Sixty Only | ||||||||||||||||||||||||||||||||||||||||||
| 9 | Slurry Seal Type II (4-6 mm thickness) Providing and laying slurry seal Type-II 4-6mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion SS-2 @ 10.50% and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface complete as per technical clause 512 of MORT&H specifications | Ag9 | 20060.00 | Sqm | 55.321 | Excess(+) | 1 | Full Conversion | INR | 1109739.26 | 1109739.26 | INR Eleven Lakh Nine Thousand Seven Hundred & Thirty Nine and Paise Twenty Six Only | ||||||||||||||||||||||||||||||||||||||||||
| 10 | (a) Providing treatment and repair to pot holes/ruts of any depth/patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2, and as per direction of Engineer by using paving grade bitumen/emulsion/cold ready mix material. The job includes removal of all failed material, trimming of completed excavation toprovide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause no. 503, back filling the patch with bituminous material as per Clause no. 509. Compacting trimming and finishing the surface to form a smooth continuous surface all as per Clause no. 3004.2 of Technical Specifications. ( Total area of pot hole repair/ patch work to be executed in one year should be 20060.50 sqm) (b) Miscellaneous Maintenance Works such as vegetation cutting in earthen medianand shoulders within ROW, Cleaning of upstream and downstream sides of bridges within ROW, Cleaning and routine maintenance of existing traffic sign boards and other road furniture within ROW, Brooming and removal of accumulated waste on carriageway. (Quarterly) (c) Making necessary arrangements for removal of encroachments, unauthorized occupations etc within ROW by providing required manpower, machinery etc. (Quarterly) (d) Providing and Repairing of missing or damaged kerb stones in median. (Monthly) (e) Repairing of steel railing in median and bridges to bring it to the original shape. (Monthly) | Ag10 | 11.00 | Per Month | 751020.917 | Excess(+) | 1 | Full Conversion | INR | 8261230.09 | 8261230.09 | INR Eighty Two Lakh Sixty One Thousand Two Hundred & Thirty and Paise Nine Only | ||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 19571302.18 | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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