|
| 1 | Excavation in foundation in ordinary soil including lift upto 1.50m & lead upto 30m and including filling, watering & ramming of excavated earth into trenches or into the space between the building & the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto distance of 30m. As per SI No-251 |
| 2 | 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. For grading-I Material |
| 3 | 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, 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. |
| 4 | 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 |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres |
| 6 | Removal of unserviceable soil including excavation, loading and disposal up to 1000 meters lead but excluding replacement by sutiable soil which ahall be paid separately as per clause 305 |
| 7 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 m and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth as directed by the Engineer in Charge up to distance 30m. SI No. 251(a) |
| 8 | Plain Cement Concrete in Open Foundation using batching plant, transit mixer & manual placing complete as per Drawing and Technical Specifications.(M-15) |
| 9 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 10 | Plain/Reinforced Cement Concrete in foundation & super structure using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications. (M-20) |
| 11 | Reinforced Cement Concrete in open foundation using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications. (M-25) |
| 12 | Reinforced Cement Concretefor wall & slab etc. using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications. (M-25) |
| 13 | RCC Grade M30 Using Batching Plant for wearing Coat |
| 14 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. |
| 15 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. |
| 16 | Supply & Fixing of 100 mm dia Drainage Spouts of MS with gratings as per drawing including cost of all materials, labour, T & P etc. required for proper completion of the work as per drawing and Technical specification |
| 17 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 80 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 18 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification & MORTH 710.1.4.of IRC:78 & 2200. |
| 19 | Painting and lattering on both side parapet |
| 20 | Cement Bag filled with Sand @ 0.035 cum as per SOR, Chapter-04, SI.No. 3 |
| 21 | Supply with cartage of 1000 mm dia NP-3 Hume pipe (S&S type) |
| 22 | Laying of 1000 mm dia NP-3 Hume pipe (S&S Type) in position (Labour Only) including labour and T&P etc required for completion of the work (SI. No. 10.27) |
| 23 | Construction of embankment/Patri with approved material obtained from borrow pits with all lifts (Distance 2 km) and all leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Ref. to Mort&H S |
| 24 | M-150 brick on edge pavement on patries laid dry joints filling with local sand including prepration of base to proper slope and its ramming spreading layer of 1cm.of local sand over the sub grade including supply of all materials labour T&P etc.proper complitation of the work.S.I.763 |
| 25 | RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump. |
| 26 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 27 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Please Enable Macros to View BoQ information |
