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| 1 | 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 eath form cutting to be used in making embankment or be deposited as spoil banks with 30 metres (100ft) destance as directed by the Engineer-in-charge including royalty. |
| 3 | NH 91A (234) (Km. 41 to 61) |
| 4 | NH 321 (Km. 1 to 15) |
| 5 | NH 321G (Km. 1 to 4(300), 6(700), 8(700), 9(100), 10(100), 11(100), 13(600), 14(100), 15 (900), 16(400), 18(200), 19 to 39, 41(500) to 51,52(300)) |
| 6 | 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 (Frequencywill be once in a quarter). |
| 7 | NH 91A (234) (Km. 41 to 61) |
| 8 | NH 321 (Km. 1 to 15) |
| 9 | NH 321G (Km. 1 to 4(300), 6(700), 8(700), 9(100), 10(100), 11(100), 13(600), 14(100), 15 (900), 16(400), 18(200), 19 to 39, 41(500) to 51,52(300)) |
| 10 | 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 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.RCC Slab culvertH. P. Culvert |
| 11 | NH 91A (234) (Km. 41 to 61) |
| 12 | Bill No. 2 :Road Property Maintenance |
| 13 | 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 |
| 14 | NH 91A (234) (Km. 41 to 61) |
| 15 | NH 321 (Km. 1 to 15) |
| 16 | NH 321G (Km. 1 to 4(300), 6(700), 8(700), 9(100), 10(100), 11(100), 13(600), 14(100), 15 (900), 16(400), 18(200), 19 to 39, 41(500) to 51,52(300)) |
| 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. |
| 18 | NH 91A (234) (Km. 41 to 61) |
| 19 | NH 321G (Km. 1 to 4(300), 6(700), 8(700), 9(100), 10(100), 11(100), 13(600), 14(100), 15 (900), 16(400), 18(200), 19 to 39, 41(500) to 51,52(300)) |
| 20 | 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.) |
| 21 | NH 321G (Km. 0.000 to 51.600) 60Cm Circular Speed Limited Board |
| 22 | Bill No. 3 : Pavement Repairs |
| 23 | 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 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. |
| 24 | NH 91A (234) (Km. 41 to 61) |
| 25 | NH 321 (Km. 1 to 15) |
| 26 | NH 321G (Km. 1 to 4(300), 6(700), 8(700), 9(100), 10(100), 11(100), 13(600), 14(100), 15 (900), 16(400), 18(200), 19 to 39, 41(500) to 51,52(300)) |
