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| 1 | EARTH WORK IN HILL ROAD |
| 2 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 3 | Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders. |
| 4 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring blasting. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut materials with all lift and lead upto 1000 metres). |
| 5 | Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift Ordinary and Hard Rock |
| 6 | [SH: Cement Concrete Pavement] |
| 7 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 8 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Thecnical Specification Clause 401 Rate per cum for grading-II Material |
| 9 | Dry Lean Cement Concrete Sub- base |
| 10 | 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. |
| 11 | Cement Concrete Pavement |
| 12 | 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 |
| 13 | [SH: RCC Drain] |
| 14 | Excavation for Structures. Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (with de-watering)I Ordinary soilA Manual Meansi) upto 3 m depth |
| 15 | Plain/Reinforced cement concrete in sub- structure complete as per drawing and Technical Specifications RCC Grade M20 |
| 16 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification |
| 17 | (SH:- RCC Slab culvert 1.50 mtr. span) |
| 18 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work.Ordinary soilManual Meansupto 3 m depth |
| 19 | Ordinary rock not required balastingManual Meansupto 3 m depth |
| 20 | PCC 1:3:6 in Foundation (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.)Coursed rubble masonry (first sort ) |
| 21 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort ) |
| 22 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC Grade M20Height upto 5m |
| 23 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsIV) RCC Grade M20Case-I, Using Concrete MixerRCC Grade M20Using Concrete Mixer |
| 24 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as perdrawing and Technical Specifications |
| 25 | 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 Technicals |
| 26 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationa) Granular material Please Enable Macros to View BoQ information |
