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| 1 | Bill No. 1 : Road Maintenance) |
| 2 | (1.10) 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 tandards Clause 3.3 (Frequency will be once in a quarter).a)Shouldersincludingside 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-330 Km. 52.00 to 82.00 |
| 4 | (1.1) Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damagesforrestoringthe 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 TechnicalSpecification no. 305. Wateredand well compacted with plate compactor or power rammer with all leadsand lifts as directed by the Engineer (Quantity of compacted Fill material to be measured on cross sectional area basis) |
| 5 | NH-330 Km. 52.00 to 82.00 |
| 6 | 1.11 (A) Providingslurrysealfor filling of hair cracks, surface cracks and preventive/ renewal treatment as per MoRTH Specification Clause 512.b) Fillingof Surfacecracks 1-3 mm and preventing / renewal treatment. |
| 7 | NH-330 Km. 52.00 to 82.00 |
| 8 | BILL NO.2: ROAD PROPERTY MAINTENANCE |
| 9 | (2.40) 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. |
| 10 | NH-330 Km. 52.00 to 82.00 |
| 11 | (2.6) Painting two coats on steel structure to give an even shade and smooth surface as per direction of the Engineer-in-Charge |
| 12 | NH-330 Km. 52.00 to 82.00 |
| 13 | (2.11) Painting Two coats on old surface after minor repairs to give an even and smooth surface and printing letters and figures with 1 quality synthetic enamel paint of approved brand and manufacture complete in all respects conforming to respective IRC Specifications |
| 14 | b) Kilometer Stones |
| 15 | c) 5th Kilometer Stones |
| 16 | (2.14) Strengthening and repairing of partially damaged M.S. pedestrian Railing/pipe railing complete including welding, repairing/replacement of damaged parts/ portions (salvage material will be Contractor\"s property) as per existing pattern complete in all respects including painting of the damaged portions to match with the existing railing and as per direction of the Engineer in-charge. |
| 17 | Old Mild Steel Railing on NH-330 Km. 52.00 to 82.00 |
| 18 | (2.15) Repair of damaged single faced W-Beam metal crash barrier made out of the menbers, Job includes repair of old damaged members by straigtening the members and removing and repairing all the existing dentsas well as other decets and neatly refixing the repaired members as directed by the Engineer-in-Charge including fasteners and fixing etc complete in all respects. |
| 19 | NH-330 Km. 52.00 to 82.00 |
| 20 | (2.29 (B)) Providing and fixing New MS railing/pipe railing for medians/horizontal curves including foundation concrete (45 cm x 45 cm x 75 cm in M-15) and two coat painting with first quality synthetic enamel paint after applying two coat metallic primer of approved quality, complete as per Technical Specification Section 300, 1500, 1700 and 1900, drawing and direction of the Engineer. |
| 21 | NH-330 Km. 52.00 to 82.00 |
| 22 | (2.21) Replacement of stolen/missing retro-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 grade Microprismatic sheeting Type-XI, fixed over 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. |
| 23 | 90cm equilateral tringle with diffinitation plate |
| 24 | 60cm equilateral circular with diffinitation plate |
| 25 | 80cmx60cm equilateral rectangular with diffinitation plate |
| 26 | (2.22) Supplying and installation of delineators (Roadway indicators) 95 cm high above ground level of total length 135 cm painted black and white in 15 cm wide strips fitted with 3 nos. rectangular microprismatic reflective sheeting fixed on 2 mm thick aluminum sheet of size 80 mm X 100 mm one in each black strip duly riveted in the rectangular tubular section facing direction of traffic. Rectangular Tubular section of size 100 mm X 50 mm X 3 mm (thickness). The Tubular section of the delineator is encased all around with steel welded wire mesh of thickness 2.5 mm, in size 120 mm X 70 mm X 760 mm as shown in the drawing. The welded wire mesh is painted with two coats synthetic enamel white paint after applying two coat red oxide primer. The delineator is embedded in M-15 cement concrete in pit size 300 mm X 300 mm X 450 mm. The rate quoted is for the complete job as per Drawing and direction of Engineer. |
| 27 | NH-330 Km. 52.00 to 82.00 |
| 28 | (2.23) Cats Eye/Pavement Marker (NMC nail Less):-Made out of Acrylic-strene-Acrylonitril or Hi-Impect polysterene fitted with Moulded of Methacrylate (NMC) reflector cube corner reflector design; Filled with tightly adhering potting compound as per ASTM D788 size 11.5 cm X 7cm X 1.6 cm or 10 cm X 10 cm X 1.75 cm provided with bituminous adhesive in sufficient quantity with each unit for fixing. No nail should be allowed for fixing. |
| 29 | NH-330 Km. 52.00 to 82.00 |
| 30 | (2.25) Providing and marking of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms/sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished Surface to be level, uniform and free from streaks and holes complete in all respects. The job includes marking of centre line, shoulder line, edge line, zebra crossing marking, arrows and dashes marking at the junctions as per Technical Specifications Clause 803.4 complete in all respect and as per approval of the Engineer-in-Charge. |
| 31 | NH-330 Km. 52.00 to 82.00 |
| 32 | (2.32) Repairing of damaged kerbs after dismantling of the kerbs upto minimum of 100 mm and making good the section with M-20 concrete to match with the existing section including form work, curing, painting with two coats of first quality synthetic enamel paint etc. complete in all respects conforming to relevant MORTH Specifications Clauses and as per direction of Engineer. |
| 33 | NH-330 Km. 52.00 to 82.00 |
| 34 | BILL NO.3: Pavement Repairs |
| 35 | (3.1) 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 forma smooth continuous surface all as per Clause no. 3004.2 of Technical Specification. |
| 36 | NH-330 Km. 52.00 to 82.00 |
