Special repair of road from Pokhariput UP School to Drain No-9 in Ward No. 62

Earth work in hard soil or gravelly soil within 50mtr. initial lead and 1.50mtr initial lift including rough dressing and levelling the bed

Carriage of Excavated earth by mechanical means with in 5km lead including loading and unloading with all cost Conveyance T&P sun dries etc.complete as per direction of Enggineer-in-charge.

Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of Engineer-In-charge.

C:C: (1:3:6) using 4 cm. size H.G. C.B metal including the cost of all materials, labour carriage, royalty etc complete.

R.C.C. work of M20 grade with 20 mm down grade chips (C.B.) including Hoisting & laying

R.C.C. foundation, plinth band, footing, base of columns mass concrete, precast slab etc

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 Flyash based Paver Pervious Concrete Blocks With approved colour design Pattern 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.

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.

Labour for applying primer coat

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.

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.

Road Marking with hot applied thermoplastic compound with refleat rising glass beads on bituminious surface etc complete.

Plantation of tree with tree guard(6' Ht ) with all cost.

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