CONSTRUCTION OF JANORI KALKHED ROAD (VR-74) TQ. SHEGAON DIST.BULDANA (CH.0/00 TO 2/00) (WITH HOT MIX)

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Item No.2.09)

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. (Item No.2.18)

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. (Item No.11.10)

Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller. (Item No.2.24)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material (Item No 3.04)

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 B (11.2 mm) Aggregate) (Item No 3.19)

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 II (Using Screening Type B (11.2 mm) Aggregate) (Item No.3.20)

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)

Providing and Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen bolleron B.T. surface 2.5 kg/10sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) (Item No.3.30)

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, finishedt ot he 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) (Item No.4.12)

Providing and laying of Type - B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg/Sqm., preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) (Item No.4.03)

Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (Item No.2.29a)

Providing dry rubble stone pitching 23cm (about 9) thick including all material, quarry spalls, labour etc. complete. (Item No.2.34)

Total Royalty Charges For Metal & Murum

Test For 90 to 45 mm (CB) - Sieve Analysis.

Test For 63 to 45 mm (CB) - Sieve Analysis.

Test For 53 to 9.5 mm (CB) - Sieve Analysis.

Test For 40 mm (HB) For MPM - Water Absorption, Specific Gravity,Impact Value, Crushing Value

Test For 40 mm (HB) For MPM - Sieve Analysis.

Test For 40 mm (CB) For MPM - Sieve Analysis.

Test For 11.2 mm (CB) - Sieve Analysis.

Test For 9.5 to 2.36 mm (CB) - Sieve Analysis.

Test For 2.36 mm Below - Sieve Analysis.

Test For Murum - Liquid limit & plastic Limit.

Test For Bulk Bitumen - Penetration, Softening Point, Flash & Fire Point, Specific Gravity

Test For Hot Mix Material - Extraction Test.