Reapir of Block Desahi Deoria and Tarkulwa Roads.

(Cutting of branches of trees shrubs and trimming of grass and weeds) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 (MORD Anlysis )

(Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 (MORD Anlysis )

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (MORD Anlysis for VR)

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (MORD Anlysis for VR)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (MORD Anlysis for VR)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 (MORD Anlysis for VR)

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (Stabilized) (ETA) specification including premixing the Material with Stabilization with 1% Cement and 3.5% Emulsion by weight of Mix of WMM. 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 achieve the desired density. (MORT&H Anlysis for ODR,MDR & SH)

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 to 30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORT&H Anlysis for ODR,MDR & SH)

Bituminous Concrete Grading II Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (MORT&H Anlysis for ODR,MDR & SH)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material 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 achieve the desired density. (MORT&H Anlysis for ODR,MDR & SH)

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 to 30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORT&H Anlysis for ODR,MDR & SH)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. as per MORT&H Techincal Specification clause 510.5.7 (MORT&H Anlysis for ODR,MDR & SH)

Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 2.36 mm size and penetration bitumen of suitable grade.Type B as per MORT&H Technical Specification Clause 511.5.9 (ii) (MORT&H Anlysis for ODR,MDR & SH)

BRICKS BALLAST (From class 150 and over burnt Brick only) 40mm gauge (SOR Anlysis for VR, ODR,MDR & SH)

BRICKS BALLAST (From class 150 and over burnt Brick only) Rabbish (SOR Anlysis for VR, ODR,MDR & SH)

Empty cement bag Good Quality (SOR Anlysis for VR, ODR,MDR & SH)

Supply and laying of empty cement bags filled with local earth/sand and carriage up to site of work including stiching loading and unloading stacking and also including supply of all material labour T&P required for proper completion of the work etc.as per direction of Engineer In charge. (SOR Anlysis for VR, ODR,MDR & SH)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.(DSR- 15.7.4 In cement mortar)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1 :4 (1 cement : 4 coarse sand) ( (DSR -6.1)

Brick work Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: (DSR-6.4)

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge (DSR -14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand)

Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge (DSR - 14.17)

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (MORD Anlysis 12.2,600 )

Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete (DSR - 13.88)

White washing with lime to give an even shade (DSR -13.87.1 Old work (two or more coats)

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