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| 1 | Part A: Road |
| 2 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m). CCL SoR 2025 (Road Works) IN 3.6. |
| 3 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) CCL SoR 2025 (Road Works) IN 3.16. |
| 4 | By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)Grading-II material, CCL SoR 2025 (Road Works) IN 4.1(B)(ii). |
| 5 | By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)Grading-III material CCL SoR 2025 (Road Works) IN 4.2(B)(iii). |
| 6 | Dry Lean Cement Concrete Sub- base (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 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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 a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) CCL SoR 2025 (Road Works) IN 6.1. |
| 7 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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, 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) CCL SoR 2025 (Road Works) IN 6.2. |
| 8 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) CCL SoR 2025 (Road Works) IN 3.18 |
| 9 | Part B: Box Culvert |
| 10 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) CCL SoR 2025 (Road Works) IN 3.6 |
| 11 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M15, With Batching Plant, Transit Mixer and Concrete pump. CCL SoR 2025 (Road Works) IN 12.8 A(I) |
| 12 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsRCC Grade M25 With Batching Plant, Transit Mixer and Concrete pump. CCL SoR 2025 (Road Works) IN 12.8 E(I) |
| 13 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. CCL SoR 2025 (Road Works) IN 12.42 |
| 14 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump Top Slab. CCL SoR 2025 (Road Works) IN 13.5 (F) (p). |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. CCL SoR 2025 (Road Works) IN 13.6 |
| 16 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. CCL SoR 2025 (Road Works) IN 9.17 |
| 17 | Part C: RCC Drain |
| 18 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. CCL SoR 2025 (Road Works) IN 12.4. |
| 19 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications .RCC Grade M-20With Batching Plant, Transit Mixer and Concrete pump. CCL SoR 2025 (Road Works) IN 12.8 C(I). |
| 20 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. CCL SoR 2025 (Road Works) IN 12.42. |
| 21 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. CCL SoR 2025 (Road Works) IN 9.17 |
| 22 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
