Improvements To Begampur to Yenaki Road VR 39 CH 0 00 to 5 00 Tal Mohol

Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. As directed by Engineer in charge.

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. MORTH 309

Providing earth work in embankment with approved materials obtained from departmental land 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 to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) MORTH 305

Providing, laying, spreading and compacting stone aggregates of specific sizes towater 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 coars eaggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means-GradingI (Using Screening TypeB (11.2mm) Aggregate

Providing, laying, spreading and compacting stone aggregates of specific sizes towater 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 coars eaggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means-Grading-II (Using Screening TypeB (11.2mm) Aggregate

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 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) 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) IRC-SP-20, 2002 Clause No. 8.7.3

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 BT Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)

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)

Supplying hard murum/ kankar at the quarry site, including conveying and stacking complete. Spec. No.: MORTH 408

Spreading hard murum for side width complete Spec. No.: MORTH 408

Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete

Providing and fixing information sign board of size 1.20 x 0.90 m prepared on 18 guage M.S. Sheet with Horizontal bracing of single frame of size 25x25x5 mm including painting with one coat of zinc cromae preimer and wo coats of oil painting including two angle ion post of size50x50x5 mm of 270 m long including all taxes , conveying fixing in ground with cement concrete 1:4:8 block of 45cmx45cmx45cm size as directed by Engineer -in - charge etc complete.Spec. No. As directed by Engineer in Charge

Basic Test of Aggregate - Sieve Analysis

Basic Test of Hard Murum - Sieve Analysis

BITUMEN - Penetration, Softening Point, Flash & Fire Point, Specific Gravity

BITUMEN - Extraction Test.

Add Extra Royalty Chargess

Add 18% Of G.S.T.

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