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| 1 | Picking the road surface including sectioning etc. complete (WBM surface.) |
| 2 | 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) |
| 3 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 4 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 5 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 6 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 7 | 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. |
| 8 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. |
| 9 | Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete |
| 10 | Cleaning of CD work (Rate excluding GST.) |
| 11 | BASIC TEST OF AGGREGATE: Water Absorption, Specific Gravity,Impact Value, Crushing Value. |
| 12 | BASIC TEST OF AGGREGATE: Sieve Analysis. |
| 13 | BASIC TEST OF AGGREGATE: Flakiness Index & Elongation Index. |
| 14 | SOIL / MURUM: Sieve Analysis. |
| 15 | SOIL / MURUM: Liquid limit & plastic Limit. |
| 16 | BASIC TEST OF AGGREGATE: Stripping Value. (for Bituminous Work) |
| 17 | BITUMEN: Penetration, Softening Point, Flash & Fire Point, Specific Gravity |
| 18 | BITUMEN: Viscosity. |
| 19 | BITUMEN: Extraction Test.(Bituminous mix) |
| 20 | SOIL / MURUM: Compaction Test ( Proctor Density ). |
| 21 | SOIL / MURUM: C.B.R. Test ( Lab ) With compaction test. |
| 22 | Sieve analysis of Bituminous mix (2 Samples of extraction for one sieve analysis including extraction) |
| 23 | SOIL / MURUM Liquid limit & plastic Limit test. |
