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| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means (SR I.No.21.02) |
| 2 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver 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 clause 401-- By Mix in Place Method and Grading - I Material (SSR I.No.3.04) |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) (SSR I.No.3.18) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means Grading II (Using Screening Type B (11.2 mm) Aggregate) (SSR I.No.3.20) |
| 5 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (SSR I.No.2.29a) |
| 6 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete (S.S.R.I.No.2.30) |
| 7 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. (SSR I.No.2.31) |
| 8 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (SSR.I.No.24.01) |
| 9 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including |
| 10 | Providing and laying in situ / ready mix M-20 cement concrete of trap/granite/quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required Specifications (Natural sand / VSI sand finely washed etc), cement 6.40 bags/cumt) (SSR 1.No.11.25) |
| 11 | Provding and fixing board diaplying information.such as 'Name of work,Tender cost,name of contractor,work compltion and liability period etc,having rectangular shape of 1.20mx0.9m size made out 18 gauge (1.25mm) thick mild steel sheet paited with one coat etc. |
| 12 | Providing Quality Control Test 1)Water Absorption,sepcific Geravity , Impact Value, Crushing Value |
| 13 | 2) CC Cube Tset |
| 14 | Royalty Charges Please Enable Macros to View BoQ information |
