Construction of as per necessary within PCMC Parbhani

Amount

Excavation for roadway in earth soil of all sorts sand gravel or soft murum including dressing section to the required grade camber side slope and conveying the materials with all lifts up to a lead of 50 m.and spreading for embnankment or stacking as directed etc complete.

Excavation for roadway in soft murum including dressing section to the required grade camber side slope and conveying the materials with all lifts up to a lead of 50 m.and spreading for embnankment or stacking as directed etc complete.

Excavation for roadway in hard murum including dressing section to the required grade camber side slope and conveying the materials with all lifts up to a lead of 50 m.and spreading for embnankment or stacking as directed etc complete.

Excavation for catc h/side water gutter in all sorts of aoils oto the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitablee excess stuff etc complete.

Excavation for catch/side water gutter in hard murum and bouders strata ti tge specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff etc complete/

Excavation for catch/side water gutter in soft rock strata to tge specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff etc complete/

Excavation for catch/side water gutter in hard rock strata to tge specified section including stacking the excavated stuff in a regular bund by chieslling and wedging and disposing of of unsuitable or excess stuff etc complete/etc complete/

Conveying materials obtained from road cutting including all lifts and laying in layers of 20 cms to 30 cms breaking clods dresssing to the required lines etc complete.

Conveying materials obtained from road cutting including all lifts and laying in layers of 20 cms to 30 cms breaking clods dresssing to the required lines curves grade and section waterin and compacting to not less than 97% of standard Procto density for a lead of over 50 m to 300 m inclusive from the site o excavation to the site of deposition etc complete.

Providing dry trap gneiss stone soling 15cm o 20 cm thick including hand packing etc complete.

Providing soling usig 80 mm size trap metal in 15 cm layer including filling voids with crushed sand/grit ramming watering etc complete

Providing rubble filling of tap gneiss stones for foundation including filling voids with sand/grit and compaction etc complete.

Providing and laying in situ /Ready mix cement Concrete M-10 prop. With trap gneiss metal foundation including ncessary formwork compacting and curing etc (with resversible drum type mxer with SCADA with fine aggreegates of required specification etc complete.

Providing and laying in situ cement Concrete 1:4:8 prop. With trap gneiss metal foundation including ncessary formwork compacting and curing etc (with resversible drum type mxer with SCADA with fine aggreegates of required specification etc complete.

Providing and laying in situ /Ready mix M-20 grade cement concrete for head walls of CD ork/retaining wall including necessary form work compaction finishing and curing etc complete. etc complete.(with resversible drum type mxer/concrete batch mix plant(Pan Mixer) with SCADA

Providing and laying in situ /Ready mix M-20 cement concrete forapproach slab /rigid pavement including compacting finishing curing etc complete.(with resversible drum type mxer/concrete batch mix plant(Pan Mixer) with SCADA

Providing and casting in situ/Ready mix PCC M-20 grade of metal for coping to head walls/parapat including centering formwork compaction and curing etc complete.(with resversible drum type mxer/concrete batch mix plant(Pan Mixer) with SCADA with fine agreegates of required specification (VSI sand finely washed etc)

Dewatering on BHP basis by using waer pump including diversion of stream providing cofeerdams earthen bunds etc as may be necessary for foundation and other parts of the work sand pumping out water during and after excavation as may be required by using 3.0 BHP pump etc complete. (prior approval of suprintening Engineer will be necessary.

Providing and laying cement concrete pipe of IS 458:2003 NP3 class of 600 mm diamter in proper line level and slop etc complete.

Providing and fixing in position TMT-FE-500 bar reinforcement of various diamtrs for RCC pile caps footings foundation slabs beams columns canopies staircase newel chajjas lintels pardis copings fins arches etc as per detailed desing drawing and shcheules.including cutting bending hooking the bars binding with wires etc complete

Testing of compressive strength (1 set 3 cube)

Royalty for soling.

Royalty for sand.

B.R. CONSTRUCTION PARBHANI

PHULARI CONSTRUCTION, PARBHANI

VAISHNAVI CONSTRUCTION

Md. Abdul Sami Md. Abdul Basit