Improvement to Nilaj Pauni Pahela Bhandara Mohadi Tumsar to State Border S.H. 355 Km. 90/800 to 92/200, Km. 93/400 to 93/500, Km. 93/800 to 95/000, Km. 96/00 to 96/500 and Km. 98/000 to 101/00 Tahsil Tumsar, District Bhandara (Second Call)

Amount

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.

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of VG-30 @ 1.75 kg / sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen VG-10 at the rate of 0.30 Kg Sqm.(on existing bitumen surface.)

BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 2, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface ,finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50/75 mm compacted thickness with -- Using drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and PLC for Drum Mix plant, Sensor paver and Vibratory roller including tack coat at the rate of VG-30 Grade @ 0.30 kg/sqm ( on existing bitumen surface.) etc.complete --Bitumen VG-30 grade 3.40%

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 VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but including tack coat at the rate of VG-30 Grade @ 0.30 Kg Sqm.(on existing bitumen surface.) For Bitumen VG-30 bulk--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller (Including Waste Plastic 6% of Bitumen Consumption for Mixing )

Supplying soft murum at the road side, including conveying and stacking complete.

Spreading gravel / sand / soft murum /avilable murum over rubble soling /W.B.M. surface blanketing berms etc. complete.

Compacting the hard murum side widths layer on each side with power roller including necessary artificial watering complete .A) For Static Roller Having Weight 8 to 10 MT.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be leve uniform and free from streaks and holes. complete.

Add Royalty Charges

Carring of laboratory Testing of material used in construction work as per frequency from Public Works Departion Regional/ District Testing Laboratory including collection of Samples of material fron work Site, and transportation of test samples to laboratory, making payment of all necessary testing charges and collection of test reasult from laboratory and submit to the concern Engineer for record . A) Murum - 1) Sieve Analysis

2) Liquid Limit & Plastic Limit

B) Metal 1) Water Absorption, Specific Geavity, Impact Value/ Crushing Value

2) Sieve Analysis

3) Abrassion Value

4) Flakiness Index & Elongation Index

5) Stripping Value ( For Bituminous Work )

C) 20 mm thk carpet 1) Extratation Test for O.G.C.

2) Sieve Analysis of Bitumen Mix

D) Job Mix for Bituminous Macadam with all test on aggregates (Excluding Bitumen )

E) Bitumen VG 30 1) Penetration Test, Softening Point, Flash Point, Specific Gravity,

2) Viscosity

3) Ductality/ Elastic Recovery

SETH CONSTRUCTION COMPANY

SAUMYA INFRATECH , TUMSAR