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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 - 29E from Km 81.420 to Km 98.935 |
| 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 - 29E from Km 81.420 to Km 98.935 |
| 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 - 29E from Km 81.420 to Km 98.935 |
| 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 - 29E from Km 81.420 to Km 98.935 |
| 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 - 29E from Km 81.420 to Km 98.935 |
| 13 | 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 ) |
| 14 | NH - 29E from Km 81.420 to Km 98.935 |
| 15 | 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. |
| 16 | NH - 29E from Km 81.420 to Km 98.935 |
| 17 | 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 |
| 18 | NH - 29E from Km 81.420 to Km 98.935 |
| 19 | 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 |
| 20 | NH - 29E from Km 81.420 to Km 98.935 |
| 21 | 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. |
| 22 | Hectometer Stone |
| 23 | NH - 29E from Km 81.420 to Km 98.935 |
| 24 | Kilometer Stone |
| 25 | NH - 29E from Km 81.420 to Km 98.935 |
| 26 | 5th Kilometer Stone |
| 27 | NH - 29E from Km 81.420 to Km 98.935 |
| 28 | Flexible Median Marker As Per IRC 79:2019:Flexible Median Marker (FMM) should be used for improving median visibility during dark hours,, Use of Median Marker provides safety against collision happening with medians during night time, or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound / bounce back property. the sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the Injection molding process. FMM shall be fixed by a combination bf epoxy adhesive and grouting/drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Reflective Area: Shall not be less than 90 cm square Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg f Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 29 | NH - 29E from Km 81.420 to Km 98.935 |
| 30 | 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.) |
| 31 | 600mm dia circular sign |
| 32 | NH - 29E from Km 81.420 to Km 98.935 |
| 33 | 50x60 cm Double chevron |
| 34 | NH - 29E from Km 81.420 to Km 98.935 |
| 35 | 30x90 cm (Left/Right) object Hazard |
| 36 | NH - 29E from Km 81.420 to Km 98.935 |
| 37 | 50x60 cm Single chevron |
| 38 | NH - 29E from Km 81.420 to Km 98.935 |
| 39 | Intersection/ Junction Sign Board Equilateral Trangle 90 Cm |
| 40 | NH - 29E from Km 81.420 to Km 98.935 |
| 41 | Speed Breaker Board (Intersection road) Equilateral Trangle 90 Cm |
| 42 | NH - 29E from Km 81.420 to Km 98.935 |
| 43 | School/College sign board equilateral trangle 90 cm |
| 44 | NH - 29E from Km 81.420 to Km 98.935 |
| 45 | Petrol pum sign board 80cm x 60 cm rectangular |
| 46 | NH - 29E from Km 81.420 to Km 98.935 |
| 47 | 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. |
| 48 | NH - 29E from Km 81.420 to Km 98.935 |
| 49 | Painting OF:- Divider painting, Median Kerb painting, Culvert parapet (Road Face Side), (Road Back Side) |
| 50 | NH - 29E from Km 81.420 to Km 98.935 |
| 51 | Repair of Damaged RCC Drain Cover |
| 52 | NH - 29E from Km 81.420 to Km 98.935 |
| 53 | Steel @1.20 % to be used in RCC drain cover |
| 54 | NH - 29E from Km 81.420 to Km 98.935 |
| 55 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 56 | NH - 29E from Km 81.420 to Km 98.935 |
| 57 | Providing and laying bituminous concrete 30 mm with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with plastic waste (LDPE,MDPE,PET or PUR)@ 8% by weight of bitumen and bituminous binder VG-40 @ 5.4 per cent (including percent of plastic waste) of mix and filler, transporting the hot mix to work site, 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 as per MORTH specification clause No. 507 complete in all respects |
| 58 | NH - 29E from Km 81.420 to Km 98.935 |
| 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 - 29E from Km 81.420 to Km 98.935 |
| 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 - 29E from Km 81.420 to Km 98.935 |
| 64 | Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete |
| 65 | NH - 29E from Km 81.420 to Km 98.935 |
| 66 | Crack stitching with inclined tie bars (cross-stitching) or U-bars (stapling) may be used for full depth longitudinal cracks in reasonably good condition i.e. the width of crack is less than 59 IRC:SP:83-2018 3 mm and length is more than 1 m in order to arrest movement of slabs and slab pieces. |
| 67 | NH - 29E from Km 81.420 to Km 98.935 |
| 68 | Dismentling of cement concrete Pavment |
| 69 | NH - 29E from Km 81.420 to Km 98.935 |
| 70 | PQC M35 grade Using batching plant -concrete pavment |
| 71 | NH - 29E from Km 81.420 to Km 98.935 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 |
