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| 1 | M & R to Roads in Karad Industrial Area … Improvements to D Block Road (O–O1–O2 andpart O2–N3–M3–L2) by providing bituminous treatment |
| 2 | Picking the road surface including sectioning etc. complete (WBM surface.) |
| 3 | Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including allmaterials, preparing the existing road surface, spreading 40 mm. stone layers metal 100% crusher broken metal with conical crusher plant , heating and spraying the bitumen of specified grade @ 2 kg / sqm ,spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. toachive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kg Sqm. on existingbitumen 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 with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 5 | Open Graded Premix SurfacingProviding and Laying OGC 20 mm thickness composed of 13.2 mm to5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previouslyprepared 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 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) |
| 8 | BITUMEN: Penetration, Softening Point, Flash & Fire Point, Specific Gravity |
| 9 | BITUMEN: Viscosity. |
| 10 | BITUMEN: Ducility / Elastic Recovery |
| 11 | BASIC TEST OF AGGREGATE: Sieve Analysis. |
| 12 | BASIC TEST OF AGGREGATE: Water Absorption, Specific Gravity,Impact Value, Crushing Value.mer and two coat of oil paint etc. complete. |
| 13 | BASIC TEST OF AGGREGATE: Flakiness Index & Elongation Index. |
| 14 | SOIL / MURUM: Liquid limit & plastic limit. |
| 15 | SOIL / MURUM: Compaction Test ( proctor density) |
| 16 | BITUMEN: Extraction Test. (Bituminous mix). |
| 17 | Earth. Please Enable Macros to View BoQ information |
