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| 1 | Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with alllifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks |
| 2 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::Sand, bazri,ballast, kankar 2 km |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 4 | Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 5 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded20mm nominal size stone aggregate) finished with a floating coat ofneat cement including cement slurry, but excluding the cost ofnosing of steps etc. complete. including Providing /mixing ofsynthetic fibers compulsorily complying with IS 16481:2022 of 06mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e.125 gms per 50 kg Cement up to 900 gms per cum of Concrete/mortar 75mm thick |
| 6 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mmlength to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ morta 1:4 (1 cement : 4 fine/ coarse sand) |
| 7 | Supplying and fixing machine cut fine dressed Red/Pink sand stonedasa or coping, with full moulding if required laid on cement mortar1:4 including pointing with admixture of pigment matching with thestone shade.75 mm thick |
| 8 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 9 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. |
| 10 | Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), 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 MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - III Material |
| 11 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. |
| 12 | Providing and laying un-reinforced, plain cement concrete mix withConcrete Mixer & vibrator pavement over a prepared sub base with43 grade cement , coarse and fine aggregate conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed asper approved mix design, laid, spread, compacted and finished in acontinuous operation including provision of contraction, expansion,construction and longitudinal joints etc including all material, labour,machinery, lighting, guarding and maintenance of diversion.PCC M-20 |
| 13 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) |
| 14 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m |
| 15 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 16 | Providing and fixing of reinforced Ferro-Cement drain coversdesigned for 'AA' class loading duly marked on cover with adequatesteel reinforcement having thickness 75mm to 150mm anti corrosivebitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtureslike plasticizer, bond improving compound, shrinkage, resistancecompound, abrasion resistant complete as per approved design etc.Standard Size 1000x800mm (100mm thick) for span 451 to 700mm |
| 17 | Gravel/Quarry spall at Site |
| 18 | Providing and fixing of precast concrete interlocking tiles of desiredshape of M 30 grade manufactured from fully computerizedautomatic stationery hydraulic vibrio pressed machine and fullycomputerized automatic batching plant of class A1/A2 as per BS6717:2001. The CC interlocking paving blocks be laid on average50mm. thick bed of coarse sand and the joint is to be filled with finesand. Laying procedure on compacted sub-base as defined.Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete asper specifications. Tensile splitting strength, abrasion and brakingload etc. as per BS 6717:2001, Grey cement.80mm thick |
| 19 | Providing and fixing pvc bump speed breakers size 350 mm* 250 mm*50 mm fitted with key hooks complete with labour material and traffik diversion arrangements. |
| 20 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Half brick masonry with FPS brick of class designation 75 infoundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) |
| 22 | Cleaning and removal of earth, silt, sludge, kankar, boulder, buildingmaterial and garbage in existing nallah/drains including constructionof bypass arrangement to bypass water with 1.5m lift from groundlevel and lead upto 50 m including foul & saturated condition wherepumping out or bailing out of water is required, including shoring,shuttering where required and dewatering. Making access fordisposal and dressing disposal side as per the directed of theEngineer.For Depth upto 1.50 m Please Enable Macros to View BoQ information |
