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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 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 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 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 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 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 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 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 10 | Bill No. 2 : ROAD PROPERTY MAINTENANCE |
| 11 | Repair to all types of damaged stone/brick masonry work in superstructure and substructure of bridges/CD works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure in cement work complete in all respects including testing etc. as directed by the Engineer conforming to MoRTH Specifications Clause no. 1000, 1300 and 1400. The rate quoted should be after due consideration of the salvage value of the dismantled material.s per SOR Chap 06 S.NO. 305 |
| 12 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 13 | Cement pointing of any design/repair to existing pointing, with cement mortar 1:3 on all types of masonry work in super structure/sub structure as per MoRTH Specifications Clause No. 1000 & 1300. as per SOR Chap 24 S.NO. 574 |
| 14 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 15 | 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 |
| 16 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 17 | 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 ) |
| 18 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 19 | 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. |
| 20 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 21 | 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 |
| 22 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 23 | Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of two vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design, fabrication, supply, transportations, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge |
| 24 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 25 | 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. |
| 26 | Hectometer Stone |
| 27 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 28 | Kilometer Stone |
| 29 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 30 | 5th Kilometer Stone |
| 31 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 32 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium composite pannel sheeting, 4mm thick (with MS angle frame 35x35x5), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per attached drawing. (Rate all including supply and fixing of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification Cl. 801 and IS/IRC codes.) |
| 33 | 600mm dia circular sign |
| 34 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 35 | 50x60 cm Double chevron |
| 36 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 37 | 30x90 cm (Left/Right) object Hazard |
| 38 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 39 | 50x60 cm Single chevron |
| 40 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 41 | Intersection/ Junction Sign Board Equilateral Trangle 90 Cm |
| 42 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 43 | Speed Breaker Board (Intersection road) Equilateral Trangle 90 Cm |
| 44 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 45 | School/College sign board equilateral trangle 90 cm |
| 46 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 47 | Petrol pum sign board 80cm x 60 cm rectangular |
| 48 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 49 | 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. |
| 50 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 51 | Repair of Damaged RCC Drain Cover |
| 52 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 53 | Steel @1.20 % to be used in RCC drain cover |
| 54 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 55 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres |
| 56 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 57 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-30 grade concrete with HYSD reinforcement conforming to IRC:73 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified |
| 58 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 59 | Providing and erecting a \\"THRIE\\" Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high, with 1.15 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, 546 mm long complete as per clause 810 (as per LKO SOR CH-26 Sr. No.-27) |
| 60 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 |
| 61 | Bill No. 3 : PAVEMENT REPAIRS |
| 62 | 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. |
| 63 | NH-730 from Ch 454.000 to Ch 470.900 & Ch 474.000 to 484.000 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 |
