Regular repair and maintenance of roads in Ward No. 06, 10 and 18

Dismantalling & removing of Cement Concrete under 3.00mt.height for re-use and depositing the same within 5.00m lead and 1.50mt lift etc complete as per the direction of EIC

Labour for Removal of Cement Concrete Paver Blocks of different thickness & size/shape made by manualy over 50 mm thick Compacted bed of coarse sand, and remove the sand from the surface and stacking for reuse etc, all complete as Per Driection of Engg -In-Charge etc complete.

Earthwork excavation in ordinary soil with all leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Supply and filling in foundation and plinth with river sand, in layers including watering, with cost, conveyance, royalties, and taxes of all materials, cost of all labour, carriage of water, sundries T & p required for the work etc all complete as per the specification & direction of E-I-C

Cement concrete in prop. (1:4:8) in foundation using 4 cm size HGCB metal of quality from approved quarry washed and cleaned including hoisting, lowering, laying concrete, ramming, watering, curing etc to required level lincluding cost, conveyance, royalties and taxes of all materials, shoring, shuttering and dewatering with cost of all labours, hire and running charges of washing pumps, sundries and T & P such as concrete mixer, concrete vibrator required for the work etc, complete as per specificationand direction of E-I-C

Labour charge for Laying Factory made Chamfered edge Cement Concrete Paver Blocks of required strength, thickness & size/shape made by table Vibratory method, to attain superior smoth finish using PU or Equivalent moulds, Laid in required gray colour and Pattern over 50mm thick Compacted bed of coarse 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 footpath, parks, lawns, drive ways, or light traffic parking and Lanes/Road etc, all complete as Per Manufacturers Specifications and Driection of Engg -In-Charge excluding cost of 60mmm thick C.C. Paver Blocks of M-35 grade With approved colour design Pattern etc. complete.

Providing and Laying Factory made Chamfered edge Cement Concrete Paver Blocks of required strength, thickness & size/shape made by table Vibratory method , to attain superior smoth finish using PU or Equivalent moulds ,Laid in required gray colour and Pattern over 50mm thick Compacted bed of coarse sand , copmacting 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 footpath , parks, lawns, drive ways, or light traffic parking and Lanes/Road etc, all complete as Per Manufacturers Specifications and Direction of Engg -In -Charge. 80mm thick C.C. Paver Blocks of M-40 grade With approved colour design Pattern etc complete as per direction of EIC.

R.C.C. work of M20 grade with 20 mm down graded chips (C.B.) including hoisting & laying etc compete of all materials to work site as per specification approved by the department & direction of Engg-in-charge.

Construction of granular sub-base by providing close graded granular sub-base Grading-III materials per table 400-1, spreading in iniform layer and with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achive the desired density complete as per Clause 401 of MoSRT&H specification for road and bridge works

Providing laying, spreading and compacting graded stone aggregate to "WET MIX MACADAM" specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achive the desired density as per Clause 406 of MoSRT&H specification for road and bridge works