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| 1 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5m. & lead upto 30m. Including filling , watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty) (S.I.No-251) |
| 2 | Providing & Laying Cement concrete 1:4:8 (SNo. 281) |
| 3 | Concrete of M25 grade with minimum cement content of 330 kg / cum (DSR 2023/5.33.1.1) |
| 4 | Mild steel or iron work or plain work such as RCC or RB work (when or included in all over rate ) wrought iron to required shape as necessary including bending for proper …DSR-5.22.6/2023 |
| 5 | Centering & shuttering i/c strutting & Pro etc.(DSR 2023/ 5.9.1) |
| 6 | Dismantling Cement Concrete or Brick work or Granolithic floors, i/c base concrete & i/c stacking of Dismantled material as directed. By the engineer-in-charge withing a distance of 60 mt.SI No 697(pg no-31) SOR 2020 |
| 7 | Providing and Laying of G.S.B by providing Coarse graded material, spreading in unifrom layers with motar grader on prepared surface... Clause-401(As Per Analysis) |
| 8 | P/L of Prime Coat with grade bitumin emulsion on prepared surface of GSB i/c clearing of Road surface & spraying Primer @ 0.70 kg/sqm using Mechanical means… |
| 9 | P/L of Wet Mix Macadam Providing ,laying ,spreding and compacting graded stone aggregate to wet mix macadam over lay specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tripper to site laying in uniform layers with paver in sub-base /base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density . |
| 10 | P/A of Tack Coat for B M P/A tack for D B M with VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm in the norms bituminous surface cleaned with mechanical broom. MORTH &H specification |
| 11 | P/L dence graded bituminus macadam with higher capacity batch type HMP using crushed aggregades of speci. Grading premixed with bituminus binder VG-40 @ 4.5% by weight of the total mix & Filler; transporting the hot mix to the work site lying with the hydrostatic paver finisher with scancer control to the required grade, level & alignment, rolling with smooth build , vibratly and tendem roller ....MORTH specification clause no.505 |
| 12 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 13 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi utomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (D.S.R. No-16.62) |
| 14 | Reflective Raised Pavement Markers (Cat eye/Road stud) S/F of raised pavement marker with made of plastic body of RPM Road stude shall be moulded from ASA or HIPS or Acrylonitnte butadien styene …. Markers are displaced. Damage get won out or lose their reflectivity compared to stipulated standards the contractor would be required to replace all such markers with 15 days of the intimation from the Engineer at his own cost. The rate shall i/c all material labour T&P transportation ,Installation and incidantals all complete as per direction of the Engineer-in Engineer.(MORTH-804) |
| 15 | R.C.C Work in 1:1½ : 3 in slabs.(SOR/ SNo 284 A)/2020 |
| 16 | Mild steel or iron work or plain work such as RCC or RB work (when or included in all over rate ) wrought iron to required shape as necessary including bending for proper …DSR-5.22.6/2023 Please Enable Macros to View BoQ information |
