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| 1 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 2 | Excavation for foundation in earth,soils of all types, sand ,gravel, soft murum including shoring and strutting ,dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) |
| 3 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 4 | Providing and laying in situ / ready mix cement concrete of Mix 10 proportion with trap / granite / quartzite / gneissmetalin foundation including necessary form work,compacting and curing etcetra.complete.(with reversible drum type mixer with Supervisory Control And Data Acquisition with fine agreegates of required specifications ( Vertical Shaft Impactor sand finely washed etcetra ) |
| 5 | Providing cast in situ / ready mix Mix- 20 grade cement concrete for head walls of Cross Drain work / retaining walls etc.including necessary form work,compaction,finishing and curing etcetra complete.(with reversible drum type mixer / concrete batch mix plant (panmixer) with Supervisory Control And Data Acquisition |
| 6 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 7 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. |
| 8 | Providing and laying cement concrete pipe of Indian Standard458:2003 of Non Pressure- 2 class of 900 milliMeter diameter in proper line,level, and slope including providing and fixing collars in cement morter 1:2 eatcetra complete. |
| 9 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 meter. including all lifts,laying in layers of 20 centimeter.to 30 centimeter.thickness breaking clods,dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Satattachment to achieve not less than 97 Percent of standard proctor density eatcetra complete (Material obtained from Other sources) |
| 10 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 Centimeter to 30 Centimeter breaking clods dressing to the required lines, curves, grades and section, watering and compacting to not less than 97 percentage of standard proctor density for a lead of over 50 Meter to 300 Meter inclusive from the site of excavation to the site of deposition as directed. |
| 11 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and tecchnical specifications etcetra complete. (by stone/boulder) |
| 12 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 13 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 milimeter thick corrugated sheet metal beam rail, 70 centimeter above road/ground level, fixed onIndian Standard Medium Weight Channel series channel vertical post, 150 x 75 x 5 milimeter spaced 2 meter centre to centre, 1.8 meter high, 1.1 meter below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to Indian Standared :1367 and Indian Standared:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 milimeter, 330 milimeter long complete as per clause 810)\"\" |
