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| 1 | BOQ Part -I Under NH Division PWD Gorakhpur (Bill No. 1 : Road Maintenance) |
| 2 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders, embankmentslopesupto ROW (both sides) complete inallrespectsincluding breakingof clods,rough dressingand disposal of waste material and vegetation at a place outside ROW as per direction of Engineer- In-Chargeand as per MaintenanceStandards Clause3.3(Frequencywill be once a quarter).a) Shoulders including side slopes of embankment up to toe line on both sides of the carriageway. (Frequency of cleaning will be four times in a year; however limited toonlyareaspronetogrowthofrank/undesirable vegetation and weeds). |
| 3 | NH-227A Km.151.00 TO 159.00 and 174.00 to 189.500 |
| 4 | NH-727A Km 174.10 to 196.98 |
| 5 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 6 | Providingspot reconditioning, reconstruction and regravellingto repair specific erosion or other damagesforrestoringthe eroded area tooriginally constructed cross section on cutsandfillsslopes/ shouldersconformingto TechnicalSpecifications Clauseno.3002.Fill material should be brought from borrow areas located outside ROW conforming to TechnicalSpecification no. 305. Wateredand well compactedwithplate compactoror power rammerwith allleadsand lifts as directed by the Engineer (Quantity of compacted Fill material to be measuredoncross sectional area basis) |
| 7 | NH-227A Km.151.00 TO 159.00 and 174.00 to 189.500 |
| 8 | NH-727A Km 174.10 to 196.98 |
| 9 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 10 | Providing sealing to cracks wider than 3 mm complete as per Technical Specifications Clause no. 3004.3.3 and as per satisfaction of the Engineer-In-Charge. |
| 11 | NH-227A Km.151.00 TO 159.00 and 174.00 to 189.500 |
| 12 | NH-727A Km 174.10 to 196.98 |
| 13 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 14 | Cementpointingofanydesign/repairtoexisting 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. |
| 15 | NH-727A Km 174.10 to 196.98 |
| 16 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 17 | Cement plaster/repair to cement plaster in thickness 12-20 mm in cement mortar 1:4 on all types of masonry works in superstructure/ substructure at any height as per MoRTH Specifications Clause No. 1000, 1300 and 1400. |
| 18 | NH-727A Km 174.10 to 196.98 |
| 19 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 20 | Repair to all types of damaged stone/brick masonry work in superstructure and substructure of bridges/CD works including dismantling of damaged portion andreconstructing to match with existing pattern without causinganydamagetothestructureincement 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. |
| 21 | NH-727A Km 174.10 to 196.98 |
| 22 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 23 | Bill No. 2 :Road Property Maintenance |
| 24 | Painting with high gloss synthetic enamel paint two coats to give an even and smooth surface for protection of exposed concrete /masonry portion of Bridges/CD works/parapet, kerb painting and repairing wherever necessary, complete as per approval of the Engineer. |
| 25 | NH-727A Km 174.10 to 196.98 |
| 26 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 27 | Providing and fixing reinforced cement concrete M-15 grade5thkilometerstones,kilometerstonesand 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. |
| 28 | Hectometer Stone |
| 29 | NH-727A Km 174.10 to 196.98 |
| 30 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 31 | Kilometer Stone |
| 32 | NH-727A Km 174.10 to 196.98 |
| 33 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 34 | 5th Kilometer Stone |
| 35 | NH-727A Km 174.10 to 196.98 |
| 36 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 37 | Replacementofstolen/missingretro-reflectorised traffic sign boards by providing and fixing new retro-reflectorised cautionary, mandatory and informatory sign as per ASTM D 4956-04 made of High intensity gradeMicroprismaticsheeting Type-IV, fixedover aluminium sheeting 2.0 mm thick supported on a MS Angle Iron Frame comprising of 40 mm X 40 mm X 4 mm. This frame is further welded to MS Angle 75 mm X 75 mm X 6 mm size, 3.5 meter high vertical post complete as per drawing. This vertical post shall be embeded in M-15 grade cement concrete in a pit of size 450 mm X 450 mm X 600 mm, 600 mm below ground level complete in all respects as per direction of the Engineer. |
| 38 | Parking Sign |
| 39 | NH-727A Km 174.10 to 196.98 |
| 40 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 41 | Facility information sign |
| 42 | NH-727A Km 174.10 to 196.98 |
| 43 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 44 | Cautionary/Warning sign |
| 45 | NH-727A Km 174.10 to 196.98 |
| 46 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 47 | Mandatoty sign |
| 48 | NH-727A Km 174.10 to 196.98 |
| 49 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
| 50 | Bill No. 3 : Pavement Repairs |
| 51 | 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 (wearing course shall be provided by using VG-40 paving grade bitumen and waste plastic as per IRC;SP-98-2013) by using paving grade bitumen/emulsion/cold ready mix material. The job includes removal of all failed material, trimming of completed excavation to provide 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. |
| 52 | NH-227A Km.151.00 TO 159.00 and 174.00 to 189.500 |
| 53 | NH-727A Km 174.10 to 196.98 |
| 54 | NH-727B Km. 0.00 to 7.900 and 36.900 to 46.400 |
