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| 1 | BOQ Part -I (Bill No. 1 : Road Maintenance) |
| 2 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders, embankment slopes upto ROW (both sides) complete in all respects including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer- In-Charge and as per Maintenance Standards Clause 3.3 (Frequency will be once in a quarter).a) Shoulders including side slopes of embankment upto toe line on both sides of the carriageway. (Frequency of cleaning will be four times in a year; however limited to only areas prone to growth of rank/ undesirable vegetation and weeds). |
| 3 | NH-730 from Ch 484.000 to Ch 505.000 |
| 4 | Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/ shoulders conforming to Technical Specifications Clause no. 3002. Fill material should be brought from borrow areas located outside ROW conforming to Technical Specification no. 305. Watered and well compacted with plate compactor or power rammer with all leads and lifts as directed by the Engineer (Quantity of compacted Fill material to be measured on cross sectional area basis) |
| 5 | NH-730 from Ch 484.000 to Ch 505.000 |
| 6 | Providing slurry seal for filling of hair cracks, surface cracks and preventive/ renewal treatment as per MoRTH Specification Clause 512.b) Filling of Surface cracks 4-6 mm and preventing/renewal treatment. |
| 7 | NH-730 from Ch 484.000 to Ch 505.000 |
| 8 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes. |
| 9 | NH-730 from Ch 484.000 to Ch 505.000 |
| 10 | Bill No. 2 : ROAD PROPERTY MAINTENANCE |
| 11 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. painting Parapet of bridges and culverts |
| 12 | NH-730 from Ch 484.000 to Ch 505.000 |
| 13 | Painting first coat over priming coat(but excluding cost of priming coat) on wood or steel snd other metal surface with superior synthetic enamel standard make brushing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter sand papering and stripping including cost of all materials, labour, T&P etc required for the proper complition of the work. as per SOR CH 15 SL NO-2 & 3(II) |
| 14 | NH-730 from Ch 484.000 to Ch 505.000 |
| 15 | Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. (Reapeated Bar as per IRC:99-2018 ) |
| 16 | NH-730 from Ch 484.000 to Ch 505.000 |
| 17 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 18 | NH-730 from Ch 484.000 to Ch 505.000 |
| 19 | Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylonitrite) or HIPS (Hi- impact Polystyrene) or acrylonitrile butadiens styrenc (ABS). The marker shall supported a load of 1335 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably be 35± 50 to base and area of each retro- reflecting surface shall not be less than 13.0 sqcm road studs shall be legibly marked with name trade mark or other means of idenfification of the manufacturer. Dimensions of road studs should not be less than 100 mm x100mm x10mm |
| 20 | NH-730 from Ch 484.000 to Ch 505.000 |
| 21 | The solar cateye shall be produced from an engineered polymer selected for superior empact resistance and weather-ability. The top of the marker should be tranparent for solar charging and light without in active mode. The base of the body shall be yellow or natural 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 illuminitaion and a design for providing 360 degree uniform smooth illumination through light tube. The marker shall also have high reflective plastic lenses for conspicuity in passive mode and dual shanks for improved road presence. These marker are intended for appliction directly onto pavement surface and shall be applied with epoxy resin adhisive designed for use with raised pavement markers and as supplied by the marker manufaturer saparately. The solar cat eye shall be of height 65+-2mm and maximum diameter 136+-4mm. The solar stud/cat eye shall be listed for water ingress as per IP 65 standard andd IP 68 standard and compressive strength of 13635 kg tested in accordence with ASTM D4280 and test report shall be submitted at the time of bidding of tender. If somhoe tender pre qualifiaction condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The shall include all material, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the engineer-in-charge |
| 22 | NH-730 from Ch 484.000 to Ch 505.000 |
| 23 | Providing and fixing reinforced cement concrete M-15 grade 5th kilometer stones, kilometer stones and hectometer stones of Standard Design as per IRC:8- 1980 and MoRTH Specification Clause 804 including two coat painting with synthetic enamel paint after applying approved quality cement primer and printing letters with approved quality synthetic enamel paint on both sides as per MoRTH Specification Clause 804 and as per drawing and direction of the Engineer-in- Charge. The job includes fixing of these distance-measuring stones at places after dismantling of existing damaged stones, and further disposing of dismantled material outside ROW. Rates quoted to be inclusive of the salvage value of the useful material obtained during the course of dismantling. The fixing of these stones shall be done with M-10 cement concrete as per drawing and approval of the Engineer-in-Charge. |
| 24 | Hectometer Stone |
| 25 | NH-730 from Ch 484.000 to Ch 505.000 |
| 26 | Kilometer Stone |
| 27 | NH-730 from Ch 484.000 to Ch 505.000 |
| 28 | 5th Kilometer Stone |
| 29 | NH-730 from Ch 484.000 to Ch 505.000 |
| 30 | Direction and Place Identification Signs with size more than 0.9 sqm size Board Type XI Providing and fixing of retro reflective cautionary, mandatory and informatory sign as per IRC : 67-2012 made of high intensity grade sheeting vide clause 801.3 friced over aluminium sheeting type XI 1.5 mm thick supported on a mild steel angle iron pst 75mm x 75mmx 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement 45cmx45cmx60cm below ground level as per approved drawing. |
| 31 | NH-730 from Ch 484.000 to Ch 505.000 |
| 32 | Painting OF:- Divider painting, Median Kerb painting, Culvert parapet (Road Face Side), (Road Back Side) |
| 33 | NH-730 from Ch 484.000 to Ch 505.000 |
| 34 | Repair of Damaged RCC Drain Cover |
| 35 | NH-730 from Ch 484.000 to Ch 505.000 |
| 36 | Steel @1.20 % to be used in RCC drain cover |
| 37 | NH-730 from Ch 484.000 to Ch 505.000 |
| 38 | Providing and Fixing of Steel Railing on NH 730 Maharajgang Km 499-502 |
| 39 | NH-730 from Ch 484.000 to Ch 505.000 |
| 40 | Bill No. 3 : PAVEMENT REPAIRS |
| 41 | Providing treatment and repair of pot holes/ruts and 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 remoyal of all failed material, trimming of completed excavation to providing 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 Specification. |
| 42 | NH-730 from Ch 484.000 to Ch 505.000 Please Enable Macros to View BoQ information Compatibility Report for BOQ_730.xls Run on 18/03/2025 17:23 The following features in this workbook are not supported by earlier versions of Excel. These features may be lost or degraded when opening this workbook in an earlier version of Excel or if you save this workbook in an earlier file format. Significant loss of functionality # of occurrences Version Any effects on this object will be removed. Any text that overflows the boundaries of this graphic will appear clipped. 3.0 BoQ1'!A1:II49 Excel 97-2003 Minor loss of fidelity Some formulas in this workbook are linked to other workbooks that are closed. When these formulas are recalculated in earlier versions of Excel without opening the linked workbooks, characters beyond the 255-character limit cannot be returned. 5Defined Names Excel 97-2003 Some cells or styles in this workbook contain formatting that is not supported by the selected file format. These formats will be converted to the closest format available. 6.0 Excel 97-2003 |
