Development of Sara Bandha, Ward No-09, Under Hinjilicut Municipality

Earth work in excavation in Hard soil within 50 Mtr initial lead and 1.5 mtr. initial lift including rough dressing the bed as per direction of engineer in charge ( In Foundation & Plinth )

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & Clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

Providing , laying, spreading and compacting stone agree grates of specific sizes to water bound macadam specification including spreading spreading in uniform thickness, hand packing , rolling with 3 wheeled steel roller 8 to 10 tones in stages to proper grade and camber. Applying and brooming requisite type of screening /binding materials to fill up interstices of coarse agree gate , watering and compacting to the required density . For Grade -III Using stone screened dust as binding material

Providing and laying factory made chamfered edge hydraucally pressed and mechanically compacted precast interlocking Paver Blocks of required strength , thickness & size / Shape made by table vibratory method to attain superior smooth finish using PU or Equivalent Moulds , laid in required gray colour and Pattern over 50 mm thick compacted bed of course sand , compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator , filling joints with fine sand and cutting of paver blocks as per required size / Pattern , finishing and sweeping extra sand in foot path , parks, lawns,drive ways,or Light Traffic parking and lanes/Road etc all complete as per Manufactures specifications and directions of Engg. in Charge (a). 80 mm thick CC Paver Blocks of M-40 grade with approved Colour Design Patern etc. complete.

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 3 KM (varies from 1km to 5 Km.) from the place of excavation complete.

Filling foundation and plinth with Fine sand well watered and rammed as per direction of engineer in charge

Filling foundation and plinth with Coarse sand well watered and rammed as per direction of engineer in charge

Providing Cement Concrete (1:3:6) using 40mm size hard black granite Crosser broken metal approved quality from approved quarry including hoisting laying using concrete mixture and vibrators including cost, carriage, royalty, cost of all labour T.&P. etc complete and as directed by E.I.C.

Providing Cement Concrete ( 1: 2 : 4 )_using 12 mm size hard granite crusher broken chips for PCC / R.C.C. works including hoisting and laying using concrete mixture and vibrators including cost, carriage, royalty, cost of all labour T.&P. etc complete and as directed by E.I.C.

Providing Rigid and smooth centering and shuttering for R.C.C. work including false works and dismentalling them after casting . R.C.C. foundation,column bases etc.

Supplying , fitting & fixing of M.S. GRILLS with all fittings & labour charges for fixing at site including all taxes , freight transportation , loading & unloading charges .

Providing 12 mm thick cement plaster with C.M.(1:4) over brick work including cost, carriage, royalty, cost of all labour T.&P. etc complete and as directed by E.I.C.

Painting 2 coats with any approved synthetic enamel paint over a coat of Priming 1 coat with any approved primer including cost of paint & primer.

Dewatering by Mechanical Means by Using 20HP Diesel Engine. As directed by Engg in Caharge ( Payment will be made as per Actual Requirement )

Deweeding:-Uprooting rank vegetation and weeds by digging the area to a depth of 60cm, removing all weeds and other growth roots by forking repeatedly braking clods rough dressing flooding with water uprooting fresh growths after 10 to 15days and then fine dressing for planting new grass including disposal of all rubbish with all leads and lift

Providing Photographs , Placing & Fixing of transparency board at Work Site etc. complete .

Cost of Operation & Maintenance for a period of 3 years after the date of Completion ( Which will be Paid after completion of maintenance work , if Required during the O& M Period of 3 Years ) @ 3% of the Total Amount (A) .