Restoration of Nitivihar Road Sh-Construction of MSE wall to protect VIP Road

Amount

Supply and Installation of TERRAMESH® SYETEM unit with integrated tail as reinforcement of length 2m that is made of mechanically woven, double twisted, hexagonal shaped steel wire mesh, Mesh type 10x12, Mesh wire dia 2.7/3.7mm(ID/OD ), Zn+PVC coated,Mechanically edged/selvedged. Size Terramesh Units 3mx2mx1m (LxWxH)

Supply and Installation of TERRAMESH® SYETEM unit with integrated tail as reinforcement of length 2m that is made of mechanically woven, double twisted, hexagonal shaped steel wire mesh, Mesh type 10x12, Mesh wire dia 2.7/3.7mm(ID/OD ), Zn+PVC coated,Mechanically edged/selvedged.Green Terramesh Unit 3m x 2m x 0.83 m (LxWxH)

Supply of polyester needle punched non woven geotextile MacTex N 30.2 as separator/filter media below replaced fill as per MoRTH 700 Type-III geotextile. The width of geotextile roll shall not be less than 4.5 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.

Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain etc. complete and as directed by Engineer - In - Charge. ParaLink 300

Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain etc. complete and as directed by Engineer - In - Charge.ParaLink 300

Supplying of Gabion units made of mechanically woven, double twisted, hexagonal shaped steel wire mesh, Mesh type 10x12, Mesh wire dia 2.7/3.7mm(ID/OD ), Zn+PVC coated,Mechanically edged/selvedged ,with partition at 1 m interval

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (Maccaferri TMS unit, Mesh Type 10X12, Mesh Type 10X12, ZINC+PVC Coated)

Collection, supplying and filling granular material of angle of soil friction not less than 34 degree including mechanicl rransport and filling in the reinforced soil retaining wall in layers of 50 cm and compaction with plate compactor to OMC including lift upto 20m.

Supply and Installation of TERRAMESH® SYETEM unit with integrated tail as reinforcement of length 2m that is made of mechanically woven, double twisted, hexagonal shaped steel wire mesh, Mesh type 10x12, Mesh wire dia 2.7/3.7mm(ID/OD ), Zn+PVC coated,Mechanically edged/selvedged. a)Size Terramesh Units 3mx2mx1m (LxWxH)

Supply of polyester needle punched non woven geotextile MacTex N 30.2 as separator/filter media below replaced fill as per MoRTH 700 Type-III geotextile. The width of geotextile roll shall not be less than 4.5 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.

Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain etc. complete and as directed by Engineer - In - Charge. ParaLink 300

Supplying of Gabion units made of mechanically woven, double twisted, hexagonal shaped steel wire mesh, Mesh type 10x12, Mesh wire dia 2.7/3.7mm(ID/OD ), Zn+PVC coated,Mechanically edged/selvedged ,with partition at 1 m interval

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (Maccaferri TMS unit, Mesh Type 10X12, Mesh Type 10X12, ZINC+PVC Coated)

Collection, supplying and filling granular material of angle of soil friction not less than 34 degree including mechanicl rransport and filling in the reinforced soil retaining wall in layers of 50 cm and compaction with plate compactor to OMC including lift upto 20m.

Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)

Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (1)for grading -I material

Wet Mix Macadam (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.)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) For grading -I

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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. 509 complete in all respects) For grading -I

M/s T.P. Enterprises

M/s P.T Enterprises