Cooperation Marketing And Textiles Department Tender

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller.to the required density. - By Mechanical Means - Grading I Using Screening type-A (13.2 milimetre Aggregate)

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 material to fill 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 milimetre Aggregate)

Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre to not less than 97 percent of Standard Proctor density after laying them in layers of 20 centimetre to 30 centimetre. With power roller

Picking the road surface including sectioning, excetra complete. (Black topped surface)

Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of specified grade @ 2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete, including applying tack coat of specified grade bitumen at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)

Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of specified grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete, including applying tack coat of bitumen of specified grade at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)

Proving and laying bituminous macadam using crushed aggregates of grading-I premixed with bituminous binder, transported at site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 80 / 100 milimetre compacted thickness - Using drum mix type hot mix plant with Supervisory Control and Data Acquisition having complying essential features of Hot mix plant as per Indian Road Congress-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate feeder, built in dust controller system and Programmable Logic Controller for Drum Mix plant, Sensor paver and Vibratory roller, excluding prime/Tack coat excetra complete - Bitumen specified grade 3.30 percent. (Using VG-30 bulk bitumen)

Providing and laying bituminous concrete using crushed aggregates of grading-I premixed with bituminous binder at the rate of 5.40 percent by weight of total mix and filler, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 50 milimetre compacted thickness with drum mix plant with Supervisory Control and Data Acquisition, Sensor paver and Vibratory roller, excluding prime / tack coat, excetra complete. With VG-30 Bitumen (Asphalt Grade 60/70) with Stone Dust filler.

Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen with ssprayer. On dry / hungry black topped surface at the rate of 3.0 killogram per 10 square metre. (Using VG-30 bulk bitumen)

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 level, uniform and free from streaks and holes.complete

Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 600 milimetre dia in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete.

Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of of specified grade @2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)

Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor.

Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune. Sieve Analysis Test for Hard Murrm

Liquid Limit and Plastic Limit for Hard Murum

Sieve Analysis Test for Metal 40 milimetre and above

Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above

Flekiness Index / Elongation Index Test for Metal 40 milimetre and above

Sieve Analysis Test for Metal below 40 milimetre

Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre

Flekiness Index / Elongation Index Test for Metal below 40 milimetre

Compaction Test (Proctor Density) for Earth Work

Penetration, Softening Point, Flash and Fire Point, Specific Gravity for Asphalt VG-30 (Grade 60/70)

Viscosity Test for Asphalt VG-30 (Grade 60/70)

Ductility / Elastic Recovery for Asphalt VG-30 (Grade 60/70)

Sieve Analysis Test for Mix Material / Crushed Metal

Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Mix Material / Crushed Metal

Flekiness Index / Elongation Index Test for Mix Material / Crushed Metal

Extraction Test for Mix Material

Bituminous Macadam Job Mix Design (Preparation of Marshall Mould and Density)

Job Mix Design with all Tests for basic Materials for Asphalt Concrete