Improvement of Internal Road at Lumbini Vihar in Ward No. 14

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.

Surface dressing of earth work in ordinary or hard soil in road formation according to the direction of the department including cutting or filling earth upto 0.15m depth of surface 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

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.

C.C (1:2:4)with 12mm to 20mm size HG chips for CC/RCC works including all cost, conveyance, royalty & taxes etc. comp. of all materials to work site as per schedule item of work and the specification approved by the department & direction of Engg-in-charge

Labour for scrapping, cleaning the road surface applying tack coat using 3.00 Kg of bitumen for 10M2 and laying 75 mm. thick built up spray grouting in two layers 37.50 mm. thick each layer using 0.45 Cum of 25 mm. to 40 mm. size hard grauite metal and 12.00 kg penetration grade of bitumen for 10.00M2 in each layer with 0.12 Cum of 12 mm. chips as key stone for 10M2 spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with P.R.R. including hire and running charges of P.R.R and all other machineries but including costs and conveyance of bitumen metal and chips as per specification and direction of Engineer-in-charge.

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 work etc. complete.

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 etc complete as per direction of EIC.

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site laying with a hydro static paver finisher with mechanical control to the required grade, level and alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road & bridge work etc complete as per direction of EIC.