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| 1 | Excavation for roadwork in soil with hydraulic excavator includingcutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per section-300 of the specification. ISSR Vol-1 SOR Item no 3.3 |
| 2 | Construction of Embankment/Sub grade/ earth shoulders, as per provisions of Section 305 of the specifications, with approved materials/soil confirming to requiremnets given in table 301-1 specification including all leads and lifts cost of watering, compaction by vibratory roller/ heavy pneumatic type roller etc confirming to requiremnets given in table 301-2 of the specifications complete. ISSR Vol-1 SOR Item no 3.12 |
| 3 | Crusher Run Macadam - Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicle, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirmimg to section 407 of specifications to form a layer of base .By Mixing Plant For 37.5 mm maximum size. ISSR Vol-1 SOR Item No 4.2.2.2 |
| 4 | Construction of Dry Lean Cement Concrete Sub- Base Over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cementratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1 of the specifications, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per Section 601 of specifications. ISSR Vol-1 SOR Item no 6.1 |
| 5 | Construction of dowel jointed, plain Cement Concrete pavement in M-40 Grade Concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC:15 and as per Section-602 of the specifications complete but excluding cost of steel in dowel bar and tie rod etc.. ISSR Vol-1 SOR Item No 6.2.2 |
| 6 | Mild Steel dowel bars confirming to IS 432, grade I. ISSR Vol-1 SOR Item No 6.2.4.1 |
| 7 | HYSD tie bars of Fe 500 grade confirming to IS 1786. ISSR Vol-1 SOR Item No 6.2.4.2 |
| 8 | 90 cm equilateral triangle |
| 9 | 60 cm equilateral triangle |
| 10 | 60 cm circular |
| 11 | 80 cm x 60 cm rectangular |
| 12 | 60 cm x 45 cm rectangular |
| 13 | 60 cm x 60 cm square |
| 14 | 90 cm high octagon |
| 15 | Providing and erecting direction and place identification retro reflectorized sign as per IRC:67 made of High Intensity grade sheeting as per Section 801.3 of specifications, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 Sqm fixed over back support frame of minimum 35 x 35 x 3 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. ISSR Vol-1 SOR Item No. 8.8 |
| 16 | Providing and Laying Reinforced cement concrete Hume pipe NP4 for culverts including fixing collar with cement mortar 1:2 excluding excavation bedding, protection works, backfilling, concrete and masonry work in head walls and parapets as per Section 2900 of the specifications.450 mm dia., in Single row. ISSR Vol-1 SOR Item No 17.1.1 |
| 17 | Providing concrete cradle bedding in M -15 grade concrete as per Section 2900 and as per section 1700and 2900 of the specifications . ISSR Vol-1 SOR Item No 13.16 |
| 18 | Providing and applying 2.5 mm including reflectorising glass beds @ 250 gm per Sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per Section 803 of specifications. . ISSR Vol-1 SOR Item No 8.18 |
| 19 | Providing and fixing of Category-A Bi-directional Twin-Moulded Shank Raised Pavement Markers/ Road Stud made of Plastic body moulded from ASA (Acrylic styrene Cryometries) or HIP (High impact polystyrene) or ABS material. Lens shall be of plastic material. The marker shall have compressive strength of 13635 kg tested accordance with ASTM D4280 and shall have Flexural Strength of 909 kgf. Reflective panels shall consist of number of lenses containing Single or dual prismatic cubes capable of providing total internal reflection of light entering the lens face. The Slope or the retro-reflecting surface shall be 35 +/- 5 degree to the base and area of Each retro reflecting surface shall not be less than 13 sqcm. When impacted in accordance with 9.4.1 of ASTM D4280, the face of the lens shall show no more than two radial cracks longer than 6.4 mm (0.25 in.). There shall be no radial cracks extending to the edge of the abrasion resistant area. There shall be no delamination. Height of the marker shall not exceed 20 mm and its width shall not exceed 130 mm. Moulded shank RPM shall have the shank strength of 600 kgf. Head of the stud shall be Smooth and shall not present any sharp edges to traffic. RPM shall be of Category A with optical performance (Coefficient of Luminous Intensity- CIL) shall not be less than that given in Table 800-13 of the specifications for Bi-directional stud. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin-based adhesive. The bidder shall submit a prequalification warranty for Two years. Test certificate from an as per ASTM D 4280, Coefficient of Luminance Intensity-CIL as per table 800-13 of the specifications. Material, Marker Height, Colour, Slope of Reflecting Surface (Lens), Lens Impact strength, Resistance to temperature cycling, and Longitudinal Flexural Strength to be submitted. ISSR Vol-1 SOR Item No 8.19 |
| 20 | Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications. RCC Grade M20. ISSR Vol-1 SOR Item No 13.5.5 |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Sections 1600 of the specifications.FE 500D/ FE 550/ FE 550D . ISSR Vol-1 SOR Item No 13.6.2 |
| 22 | Painting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per Section-800 of specifications and IRC:67 including cost of paint etc. complete. ISSR Vol-1 SOR Item No 8.12 |
| 23 | Painting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per Section-800 of specifications and IRC:67 including cost of paint etc. complete. ISSR Vol-1 SOR Item No 8.14 Please Enable Macros to View BoQ information |
