Improvement of road in front of Plot No. SR-819 to RP-21 in Ward No. 57

Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50mtr initial lead and lift 1.50mtr initial lift.

Dismantlling and removing cement concrete including stacking the useful materials for re-use and removing the debries within 50mtr lead. (Data for 1 Cum)

Carriage of Excavated earth by mechanical means within 5 km lead including loading and unloading with all cost conveyance T & P sundries etc complete as per direction of 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

PCC in prop. (1:4:8) in foundation and bed using 4 cm size h.g C.B metal of approved quality and approved quarry including hoisting, lowering, laying concrete and compacting the same to required level, with compaction, watering and curing including cost, conveyance, royalties and taxes of all materials with cost of all labours, sundries and T & p such as hire charges of concrete mixer, concrete vibrator required for the work etc complete as per the specification and direction of EI-C

Providing and Laying Factory made Chamfered edge Cement Concrete Paver Bliocks 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 Driection of Engg -In -Charge. 80mmm thick C.C. Paver Blocks of M-35 grade With approved colour design Pattern etc. complete.

M-25 using 12 mm to 20 mm size H.G. stone chips including the cost of all materials labour carriage, royalty etc complete.

Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small picks sweeping with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bituminous. (Data for 5889 M2)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60Kg/M2 using mechanical means as per clause 502 of MoSRT&H specification for road & bridge work (4th revision)

Providind and laying "BITUMINOUS MACADAM" with hot mix plant using crushed aggregates of specified grading premixed with Bituminous binder of 60/70 penetration grade of bitumen transportred to site laid over a previously prepared surface with a hydrostatic paver finisher with mechanical control to the required grade level and alignment and rolling with smooth wheeled vibrating and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H specification for Road & Bridge works