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| 1 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separatelyEx Rigid (CW 3.05 m) vide SOR 2.06 |
| 2 | Rate per cum for grading-V MaterialGranular Sub-Base with Graded Material (Table:- 400-1), By Mix in Place MethodConstruction 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 vide SOR 4.01 B(v) |
| 3 | Dry Lean Cement Concrete Sub- baseConstruction 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. vide SOR 6.01 |
| 4 | Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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 vide SOR 6.02 |
| 5 | Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(xv) 90 cm high octagon vide SOR 8.04A |
| 6 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. vide SOR- 3.18 |
| 7 | 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 vide SOR-12.01 B(i) |
| 8 | Plain cement concrete (PCC M10) 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. SOR 12.04 |
| 9 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC grade M-20 using batching plant , concrete mixture and concrete pump. Vide SOR- 13.05 E(p0 |
| 10 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. Vide SOR -14.01c |
| 11 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications vide SOR-13.06 |
| 12 | 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 remaining earth locally for road work. SOR 3.13(i)B |
| 13 | 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SOR 4.01 C(i) |
| 14 | Sand Filling in Foundation Trenches as per Drawing and Technical Specification SOR 9.02 |
| 15 | Providing and laying 80 mm thick factory made Cement Concrete paver blocks of M-40 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over bed as per relevant IRC code , filling the joints with fine sand etc. all complete as per the direction of Engineer- in- charge. SOR 4.23B |
| 16 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15 using batching plant, transit mixer & manual placing SOR 12.08A(ii) |
| 17 | GST(18%) |
| 18 | Labour Cess (1%) Please Enable Macros to View BoQ information |
