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| 1 | BOQ Part -I Under NH Division PWD Etawah (Bill No. 1 : Road Maintenance) |
| 2 | Earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding 1/2 metre (20\\") in depth & earthwork in emvankment to be in 20cm (8\\") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5th) lifts and 30m (100\\") lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks with 30 metres (100ft) destance directed by the Engineer-in-charge including royalty. as per MoRTH specification 301& SOR Sl. No.-253 as directed by the Engineer-in-charge, as per MoRTH specification. including all taxes, royalty, cess etc. but excluding GST.NH-321 (0.000 to 15.010) |
| 3 | Earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding 1/2 metre (20\\") in depth & earthwork in emvankment to be in 20cm (8\\") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5th) lifts and 30m (100\\") lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks with 30 metres (100ft) destance directed by the Engineer-in-charge including royalty. as per MoRTH specification 301& SOR Sl. No.-253 as directed by the Engineer-in-charge, as per MoRTH specification. including all taxes, royalty, cess etc. but excluding GST.NH-91A (41.000 to 69.000) |
| 4 | 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). as per MoRTH specification 201 & SOR Item No.-259 complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-321 (0.000 to 15.010) |
| 5 | 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). as per MoRTH specification 201 & SOR Item No.-259 complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-91A (41.000 to 69.000) |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-321 (0.000 to 15.010) |
| 7 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST. (over WMM)NH-321 (0.000 to 15.010) |
| 8 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST. (over priming surface)NH-321 (0.000 to 15.010) |
| 9 | Providing and laying dense graded bituminous macadam grading 2 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-321 (0.000 to 15.010) |
| 10 | 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/granular surface cleaned with mechanical broom.complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST. (over bituminous surface)NH-321 (0.000 to 15.010) |
| 11 | 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/granular surface cleaned with mechanical broom.complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST. (over bituminous surface)NH-91A (41.000 to 69.000) |
| 12 | Providing and laying bituminous concrete grade-2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-321 (0.000 to 15.010) |
| 13 | Providing and laying bituminous concrete grade-2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-91A (41.000 to 69.000) |
| 14 | 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. a) Repair to brick masonry in 1:4 cement sand mortar.RCC Slab culvert & H. P. Culvert complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-91A (41.000 to 69.000) |
| 15 | BILL NO.2: Road Property Mentenance |
| 16 | Painting two coats including primer coat after filling the surface with synthetic enamel paint / ready mix paint in all shades on new plastered / concrete surfaces / steel surface as per drawing and technical specification Clause 1701 (SOR Item No.- 10.5 & 10.6) complete in all respects as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-91A (41.000 to 69.000) |
| 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. complete in all respects as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-91A (41.000 to 69.000) |
| 18 | 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. complete in all respects as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-91A (41.000 to 69.000) |
| 19 | Providing & Fixing of Metal Delinetor as per IRC 79.2019 of minimum retro reflective unit exposed area of 330 square cm in white color, full cube corner micro prismatic non-metalic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per ASTM D minimum 40 microns thickness. The delineator shall be painted with powder coat of pasted on both sides. The structure shall be manufactured in roll forming process and 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 front and back faces of te delineator should be curved with a radius of not more than 200mm and with delta angle (or central angle of curve) lying between 20 degree and 30 degree to increase the visibility of the delineator for veghicles moving in continuous curves, The delineator shall have grooves across the length to mage the reflective sheets vandal-proof) The retor reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67-2012 & Proof of the same in form of government report shall be uploaded which quoting tender. If somehow tendor pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The delineator is meant for application on gaps in median traffic islands, dangerous bends, roundabouts, narrow bridges etc. of as desired by complete in all respects as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-91A (41.000 to 69.000) |
| 20 | Supply and fixing of relective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylontrite) of HIPS (Hi impact Polystyrene) of acrylonitrile butadiens styrenc (ABS). The marher shall supported a load of 1355 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 + 5° to base and ares of each retro- reflecting surface shall not be less than 13.0 sqom road studs shall be legibly marked with name tracle mark or other means of identification of the manufacturer. Dimensions of road studs should not be less than 100mmx100mmx10mm.(RPM with Twin Shank) as per ASTM. complete in all respects as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-91A (41.000 to 69.000) |
| 21 | 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.) complete in all respects as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.a) 30x90 cm (Left/Right) Object HazardNH-321 (0.000 to 15.010 |
| 22 | 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.) complete in all respects as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST. a) 30x90 cm (Left/Right) Object HazardNH-91A (41.000 to 69.000) |
| 23 | 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.) complete in all respects as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST. b) 60x45 cm (Left/Right) Cautionary BoardNH-91A (41.000 to 69.000) |
| 24 | 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.) complete in all respects as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST. c) 60 cm Circular Speed Limit BoardNH-91A (41.000 to 69.000) |
| 25 | Type - B, \\"THRIE\\" : Metal Beam Crash BarrierProviding and erecting a \\"Thrie\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.80 m high with 1.10 m below ground 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 space of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 complete in all respects as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.NH-91A (41.000 to 69.000) |
| 26 | BILL NO.3: Pavement Repairs |
| 27 | Providing treatment and repair of pot holes edges of the exavation shall be cut verticuly, area shall be thoroughly clean with compressed air or any appropriate methored approoved by the engineer, layers below the level of the bitumenus construction shall be fill with WMM meterial as per clause 406 which include the specified standards of compaction the area and sides for bitumenus construction shall be applied tack coat conforming to clause 503, bituminous patching shall be hotmix meterial mixing shall be done plan of suitable capecity, patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2 and as per direction of Engineer-in-charge. Pot hole Size 1M X 1M ) (For 12 Months) including all taxes, royalty, cess etc. but excluding GST.NH-321 (0.000 to 15.010) |
| 28 | Providing treatment and repair of pot holes edges of the exavation shall be cut verticuly, area shall be thoroughly clean with compressed air or any appropriate methored approoved by the engineer, layers below the level of the bitumenus construction shall be fill with WMM meterial as per clause 406 which include the specified standards of compaction the area and sides for bitumenus construction shall be applied tack coat conforming to clause 503, bituminous patching shall be hotmix meterial mixing shall be done plan of suitable capecity, patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2 and as per direction of Engineer-in-charge. Pot hole Size 1M X 1M ) (For 12 Months) including all taxes, royalty, cess etc. but excluding GST.NH-91A (41.000 to 69.000) Please Enable Macros to View BoQ information |
