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| 1 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In all type of soil |
| 2 | Construction of embankment with approved material obtained fromborrow pit with all lifts and leads, transporting to site, spreading,grading to required slope and compacting by vibratory roller 8-10tonne to meet requirement of table 300-2 including cost ofcompensation for earth taken from private land complete as perMoRT&H specification clause 305. (Lead taken upto 5 km) |
| 3 | 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 |
| 4 | Providing, laying and spreading of granular sub-base by providingcoarse graded Material (Table 400-2), spreading in uniform layerswith motor grader on prepared surface, mixing BY MIX IN PLACEMETHOD with rotavator at OMC, and compacting with vibratoryroller to achieve the desired density, complete as per MoRT&Hspecification clause - 401 including all material, labour, machinery,lighting, guarding and maintenance of diversion.Grading - III Material |
| 5 | 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). |
| 6 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40mm nominal size). |
| 7 | 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/mortar40mm thick |
| 8 | Random rubble masonry with hard stone in foundation and plinthCement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Brick work with FPS bricks of class designation 75 in foundationand plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 10 | 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 |
| 11 | Providing and fixing stone slab covering of required size over drainsincluding filling of joints with cement sand mortar 1:3 complete asper direction of Engineer-in-charge.Average thickness 40 to 50 mm |
| 12 | Cement plastering including T&P, scaffolding, material and completelabour, including cost of water, curing, racking of joints etc. with 12mm cement plaster of mix : including Providing /mixing of syntheticfibers compulsorily complying with IS 16481:2022 of 06 mm/12 mmlength to be mixed @ 0.25% by weight of Cement i.e. 125 gms per50 kg Cement up to 900 gms per cum of Concrete/ mortar1:4 (1 cement : 4 fine/ coarse sand) |
| 13 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. |
| 14 | Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in positionand applying a priming coat of approved steel primer all complete: |
| 15 | Earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation anddisposal of surplus excavated material at a lead upto 50m suitablesite as per direction of Engineer for following depths, below naturalground / Road top level.Depth upto 1.5 m |
| 16 | Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up todate) marked and pipes from 300 mm upto 2000 mm manufacturedthrough vertical / vibrated casting process all levels with Rubbergaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including costof Rubber gaskets lubricants) as per drawing, sectional hydro testingof the sewer pipe line (including cost and conveyance of water tosite for testing) etc., complete as directed by Engineer. Note : E/w tobe measured and paid separately. Length of pipe shall be measuredin between the outer wall of two manholes / Inspection chambers.Pipe in the manhole/inspection chamber’s wall shall deemed to beincluded in the item of manhole/inspection chamber shall not bepayable.450 mm internal diameter Please Enable Macros to View BoQ information |
