M AND R to PWSS Asphalting BM BC

Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen tack coat at the bottom and vertical sides as per as per MORTH specification clause 3004.1 and 3004.2 (Item No. 8.06)

BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, 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 for 80/100mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.40)

BITUMINOUS CONCRETE:-Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, 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 for 50mm compacted thickness with specified grade of Bitumen, Excluding prime/tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.48)

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.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading-I Material

Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.

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)

Prime coat-Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60kg/sqm using mechanical means.

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/lux and Qd of 100 mcd/sqm/lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).

Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter(as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant

Testing & Royalty charges

Basic test of Carrying out below mentioned tests on BITUMEN as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Penetration, Softening Point, Flash & Fire Point, Specific Gravity.

Basic test of Carrying out below mentioned tests on BITUMEN as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete. Viscosity

Basic test of Carrying out below mentioned tests on BITUMEN as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Ducility/ Elastic Recovery

Basic test of Carrying out below mentioned tests on BITUMEN as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Thin Film oven test & Test on residue of modified bitumen.

Basic test of Carrying out below mentioned tests on BITUMEN as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Sepration test for modified bitumen

Carrying out below mentioned tests on CEMENT as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Standard Consistency Fineness,Specific Gravity, Setting Time ( Initial & Final), Compressive Strength, Soundness

Carrying out below mentioned tests on 40MM METAL CB as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete. Basic test of aggregate Water Absorption, Specific Gravity, Impact Value, Crushing Value

Carrying out below mentioned tests on 40MM METAL CB as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Basic test of aggregate sieve analysis

Carrying out below mentioned tests on 40MM METAL CB as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Basic test of aggregate abrasion value

Carrying out below mentioned tests on 40MM METAL CB as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Basic test of aggregate flakiness index & elongation index

Carrying out below mentioned tests on 40MM METAL CB as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Basic test of aggregate stripping value

Carrying out below mentioned tests on 40MM METAL CB as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Basic test of aggregate soundness

Carrying out below mentioned tests on CRUSHED SAND as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Fineness Modulus (Sieve Analysis), Silt & Clay Content

Carrying out below mentioned tests on CRUSHED SAND as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Chloride & Sulphate Content

Carrying out below mentioned tests on BITUMINOUS MIX as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Extration and Sieve Analysis of Bituminous mix (For BM/DBM/AC) (2 Samples of extraction for one sieve analysis including extraction)

Carrying out below mentioned tests on BITUMINOUS MIX as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete Job Mix Design with all Tests on basic material for DBM/SDBC/AC

Carrying out below mentioned tests on BITUMINOUS MIX as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete B.M. Job Mix Design with all Test ( Excluding bitumen)

Carrying out below mentioned tests on BITUMINOUS EMULSION as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.% Residue Test

Carrying out below mentioned tests on BITUMINOUS EMULSION as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.Particle charge Test

Supply of Rubble, Murum, Soil, 60mm./40mm. metal(Hand broken), royalty charges are not included in the rates.Any revision in Royalty charges and surcharge shall be included in the rate analysis of the respective item. If there is variation in these rates the difference shall be paid extra over the items to the contractor and shall be recovered if these rates are reduced by Govt. i.e. Revenue department. The Government of Maharashtra, Revenue and Forest Departments Gazette No.146 Dt. 04 June 2021 States that the Royalty charges of Rs. 216.18/cum. are to be considered. The surcharge levied on Royalty shall also be payable to the contractor.

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