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| 1 | Lime Concrete, cement concrete grade M-10 and below. |
| 2 | Concrete- Prestressed/Reinforced Cement Concrete Grade M -20and above. |
| 3 | Tile work/brick masonry.a) In lime mortar |
| 4 | Tile work/brick masonry.b) In cement mortar |
| 5 | Tile work/brick masonry.c) In Mud mortar |
| 6 | Rubble stone masonry in lime mortar |
| 7 | Rubble stone masonry in cement mortar |
| 8 | Rubble stone masonry in mud mortar |
| 9 | Dismantling stone pitching/dry stone spalls |
| 10 | Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials |
| 11 | Scraping of stone from dismantled stone masonry In Mud mortar |
| 12 | Steel work in all types of sections up to a height of 5 mabove plinth level including dismembering. |
| 13 | Scarping plaster in lime or cement mortar from brick/ stone masonry. |
| 14 | Removing all type of R.C.C. Hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes.Up to 600 mm dia |
| 15 | Removing all type of R.C.C. Hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes.Above 600 mm to 900 mm dia |
| 16 | Removing all type of R.C.C. Hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes.Above 900 mm dia |
| 17 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters by manual means, stacking serviceable and unserviceable materials separately and Section 200 of the specifications. By Mechanical Means. Bituminous courses |
| 18 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters by manual means, stacking serviceable and unserviceable materials separately and Section 200 of the specifications. By Mechanical Means. Granular courses |
| 19 | Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. |
| 20 | Dismantling of CI water pipe line up to 600 mm dia.including disposal with all lifts and lead up to 1000 metersand stacking of serviceable material and unserviceablematerial separately. |
| 21 | Removal of Cement Concrete pipe of sewer gutter up to 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 Meters and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works. |
| 22 | Removal of telephone/electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to lead of 1000 meters and stacking the serviceable and unserviceable material separately. |
| 23 | Dewatering of water caused by springs, tides or river seepage, broken water mains or drains or well or another similar situation. . |
| 24 | 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 with all lifts and lead up to 1000 m as per Section-300 of the specifications.. |
| 25 | Construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by Mix in Place Method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, including all lifts and lead complete in all respect as per Section-400 of the specifications.By Mix in Place Method. Grading V |
| 26 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering All work up to plinthlevel.Cement concrete grade M-15 (Nominal Mix) with 40 mm maximumsize of stone aggregate |
| 27 | Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plate or ply woodshuttering for :Foundations, footings, bases of columns, etc. For mass concrete. |
| 28 | 40 mm thick fine dressed stone flooring over 20 mm (average) thickbase of cement mortar 1:3 ( 1cement : 3 coarse sand) with jointsfinished flush with cement mortar 1:3.Red sand stone. |
| 29 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering All work up to plinthlevel. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. |
| 30 | Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plate or ply woodshuttering for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 31 | Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plate or ply woodshuttering for :Suspended floors, roofs, landings, balconies and access platform. |
| 32 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D or more) |
| 33 | Providing and fixing factory -made precast RCC U shape drain (FUJI) drain covers, having of strength not less than M -50 using Thermo -Mechanically Treated bars (TMT/TMX) FE 500D or more conforming to IS 1786 reinforcement bar (minimum 95 kg per cum) and cap able of carrying a wheel load of 5.0 Tones for heavy vehicle movement, of size Lid for U -300x300 mm. As per standard size reinforced with 8 mm dia. main- sectional T'M T. hoop bars, including providing 50 mm dia. perforations @ 2 nos. including providing edge binding with M.S. flats of sizes 50 mm x 1.60 mm complete, all as per direction of Engineer -in-charge. Pre -Cast U Shape Drain Cover 600x600 mm. |
| 34 | Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base.By Mixing Plant For 37.5 mm maximum size. |
| 35 | Providing and laying factory made Coloured Chamfered Edge Cement Concrete Paver Blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in requiredcolour and pattern over 50mm thick compac ted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per req uired size and pattern, finishing and sweeping extra sand including locking edges with M 15 Cement Concrete in footpath, light traffic parking etc. complete as per direction of Engineer -in-Charge.80mm thick C.C. paver block of M -40 grade with approved colour, design and pattern. |
| 36 | Providing and laying 60 mm thick factory made cement concreteinterlocking paver block of M -30 grade made by block making machineith strong vibratory compaction and of approved size and design/shapelaid in required colour and pattern over andincluding 50 mm thickcompacted bed of stone dust sand, filling the joints with coarse sand etc.all complete as per the direction of Engineer-in-charge. |
| 37 | Providing and fixing factory-made precast RCC Ushape drain (FUJI) drain covers, having of strength not less than M-50 using Thermo-Mechanically Treated bars (TMT/TMX) FE 500D or more conforming to IS 1786 reinforcement bar (minimum 95 kg per cum) and capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement, of size Lid for U-300x300 mm. As per standard size reinforced with 8 mm dia. main longitudinal & 6 mm no’s cross- sectional T'M T. hoop bars, including providing 50 mm dia. perforations @ 2 nos. including providing edge binding with M.S. flats of sizes 50 mm x 1.60 mm complete, all as per direction of Engineer-in-chargePre-Cast U Shape Drain Cover 900x900 mm. |
| 38 | Providing and laying at or near ground level Pre-cast kerb stone of M-25 grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) thickness of joints except at sharp curve shall not to more than 5 mm) including making drainage opening wherever required complete as per direction of Engineer-in-Charge. |
| 39 | Construction of Dowel jointed, Plain Cement Concrete Pavement in M-30 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 spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar, tie rod admixtures as approved, curing compound, finishing to lines and grades as per approveddrawings as per IRC:15 and as per Section-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc. |
| 40 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per Sections 1600 of the specifications.FE 500D/ FE 550/ FE 550D |
| 41 | Providing and Laying Reinforced cement concreteHume pipe NP4 for culverts including fixing collar withcement mortar 1:2 excluding excavation bedding,protection works, backfilling, concrete and masonrywork in head walls and parapets as per Section 2900 of the specifications.1000 mm dia. , in single row. |
| 42 | Providing and Laying Reinforced cement concreteHume pipe NP4 for culverts including fixing collar withcement mortar 1:2 excluding excavation bedding,protection works, backfilling, concrete and masonrywork in head walls and parapets as per Section 2900 of the specifications.1200 mm dia. , in single row. |
| 43 | Providing concrete cradle bedding in M-15 grade concrete as per Section 2900 and as per section 1700 and 2900 of the specifications. |
| 44 | Pre-Cast U Shape Drain 600x600 wall thick. 90 mm |
| 45 | Pre-Cast U Shape Drain 900x900 mm wall thick.120mm |
| 46 | Pre-Cast U Shape Drain 600x600 Wall Th 90 mm ISSR Vol-1 SOR Item No 17.8.3 |
| 47 | Pre-Cast U Shape Drain 900x900 mm Wall Th 120 mm |
| 48 | Pre-Cast RCC U Shape drain Lid for U-600x600 mm |
| 49 | Pre-Cast RCC U Shape drain Lid for U-900x900 mm |
| 50 | Pre-Cast U Shape Drain Cover 600x600 mm |
| 51 | Pre-Cast U Shape Drain Cover 900x900 mm Please Enable Macros to View BoQ information |
