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| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move) |
| 2 | S/S of 22.4 to 53mm gauge stone ballast with stacking for measurment etc. all complete as per the direction of Engineer in charge (AS PER PWD SOR 2020 RMR) |
| 3 | Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR |
| 4 | Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405 |
| 5 | S/L Tack coat of bitumen @ 0.30 kg/m2 including heating the VG 10 bitumen spraying the bitumen with mechanically operated sparay unit fitted on bitumen boiler & cleaning and prepairing the existing road surface etc all completed as per the direction of engineer - in - charge. (AS PER RMR) |
| 6 | Providing and laying dense graded bituminous macdam with HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc. complete. |
| 7 | Providing and laying bituminous concrete with HMP crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc. complete. |
| 8 | Recycling pavement by cold milling of existing bituminous layers, Using by Bituminous Concrete (Grading-II) using bitumen VG-30 content is 5.4% bitumen weight of mix. For reclaimed material, fresh bitumen will be required to the extent of 60% of normal requirement., planning the surface after cold milling, reclaiming excavated material to the extent of 30% of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as MoRT&H specified in clause 519. |
| 9 | S/L Hot applied Thermo Plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thick ness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. the finished surface to be level uniform and free from streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work.( SOR 2022 SI.N. 22.02 NEW ITEM ) |
| 10 | Reflective Raised pavement marker providing and fixing of raised pavment markers (cat eye) type x ASTMD - 4956-04 avery dennission /3m (USA make) having moulded body of polycabonate ASA, HIPS or ABS able to support a load of 13.635 MT tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H circular its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light ), electronically welded to the body. The length, height and wiedth of the body shall not exceed 130mm 20mm, and 105mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm. on each side stoping at the angle of 35+5 degree to the base to ensure maximum reflectively. it shall comply to specification of category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate corforming to ASTMD 788 or equivalent. with 7 years warranty. Rate shall be inclusive of all taxes, royalty, VAT etc. All T&P machine and labour required for proper completion of work.Note: The composite warranty jointly signed by original manufacturer & authorized converter of at l( SOR 2022 SI.N. 22.05 NEW ITEM ) |
| 11 | Supply & laying 80 mm thick Precase cement concrete Perforated interlocking paver block (Grey color) with top layer of having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to 15:15658-2006 including cost of material, labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge |
| 12 | Cement Concrete with 2 cm. gauge stone grit instead of 4 cm. gauge stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. Required for proper ompletion of the work. |
| 13 | Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a). |
| 14 | GST Please Enable Macros to View BoQ information |
