ADBJLN11_Badnapur

Amount

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used all auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.

Excavation in Cutting of road way and for side drains-Excavation for road way cutting all types of soft soil for side drains in accordance with specifications, lines, grade side slopes dimensions and shape as shown in the drawings including disposing the unserviceable material away from excavation site up to 1000m as derided including dressing the bed, sides to correct shape size and as per the cross.

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting etc complete by vibratary roller. to meet requirement of Tables 300.1 and 300.2 with all lead as per Technical specification.

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Construction of granular sub-base of Grading 1 by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve at least 100% of maximum dry density for the material determined.

WBM Grading G II Providing ,laying, Spreading and Compacting stone aggregate of specific size to water bound macadam specification and transporting the material, preparation surface, spreading in uniform thickness, hand packing, rolling with vibratory roller stages to proper grade and camber and super elevation, applying and booming stone screening and binding material to fill up the coarse aggregate watering and compacting to required density.

WBM Grading G-III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per One Square Meter on the prepared Bitumenous surface cleaned with air compressor hydraulic broom including cleaning surface, arrengement of traffic etc complet.

Construction of Penetration macadam over prepared base including providing a Layer of Compacted crushed coarse aggregate and camber alternative application of bitumen binder with bitumen sprayer at rate 175 175kg/100 One Square Meter 8 Spreading key aggregate rolling with vibratory roller to active the desired degree and comber etc

Providing laying and rolling of open graded premix carpet as wearing coarse of 20 mm thickness composed of 13.20mm to 5.60mm aggregate using 60to70 grade (S-65) bitumen to the required line, grade and camber on a previously prepared base including mixing aggregate and binder on a suitable hot mix paints, laying with mechanical paver finisher and rolling with a power roller finished to required grades camber etc complete.

Seal coat- Providing and laying liquid seal coat of type A and sealing wide in a bituminous surface laid to the specified level grades and cross fall including transporting materials cleaning surface to remove loose material dirt and dust, cleaning surface with compressor, heating bitumen to 1500 to 1630 c spraying with mechanical sprayer at the rate of 9.80 kg/10 One Square Meter spreading stone chips at rate 0.09 One Cubic Meter/10 One Square Meter, rolling with 80 to 100 Kn static weight Vibratory roller as directed by engineer in charge.

Construction of un-reinforced dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over prepared sub base with 43 grade cement or only other type as per clause 150.2.2 M 30 grade coarse and fine aggregate conforming to IS 383 Maximum size of course aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 One Cubic Meter Capacity and appropriate weigh batcher using approved mix design laid in approved fixed side form work (Steel Chanel) laying and fixing of 125 micron thick polythene film on the surface, wedges steel plates including leveling the form work as per drawing spreading the concrete with shovels rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including Provision of construction and expansion, construction Joint, applying deboing strips, prime near approaches to culvert and construction joint admixtures as approved curing of concrete slabs for 14 days using water finishing to lines and grade and camber as per drawing etc.

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.In Ordinary Soil

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Excavation in Hard Rock (requiring blasting)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Excavation in Hard Rock (Blasting Prohibited)

Providing Laying cement concrete pipe of NP3 1000 mm dia for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.

Providing Laying cement concrete pipe of NP3 600 mm dia for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing , placing in from work compacting by needle vibrators finishing the surface with cm1:2 if required and curing complete.

Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for CC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C grade M 20

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. Grade M 25 of slab

Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

Providing and fixing in position tar paper bearing as per detailed drawings etc. complete as directed by engineer in charge. DSR I.No. 800 P.No. 282

Expantion Joint with 25 mm thick bitumonus pad

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Providing and fixing stream lined reinforced cement concrete 1:2:4 guard stone including mild steel bar reinforcement etc. complete as directed by Engineer in charge.

Providing and laying cement concrete M15 of trap / granite / quartze / gneiss metal concrete block of size 45 cm X 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed by Engineer in charge.

Providing dry trap/granite/gneiss rubble stone soling 15cm to 30cm thick ….. Etc complete DSR I No. 17 P.No………

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Providing and Fizing Logo of MMGSY Project. Providing and fixing of typical MMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450mm x 600 mm. 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. lettering and printing arrows. border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing of typical Citizen's informatory sign board with logo as per MORD specification's and drowing.Steel pipe 75mm dia of B class pipe frame fixing in c.c. m-15 block's 600 mm X 600mm X 900 mm below ground level.Four MS plate of 5mm thick top in two middle one bottum dully welded with steel pipw frame over which 16 Gauge CR sheet of size 900 mmX 750mmSize two plates , all with stove enamal on both sides. Lettering and Drawings etc. will be painted with ready mixed synthetic enamal paint of superior quality in required shad and colour. all of framed post will be painted with primer and two coats of effoxy paint as per drawing and as directed by engneer -in- charge.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (10.3 (B))

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th KM Stones precast

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 KM Stones precast

Reinforced cement concrete M15 grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MoRD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600x600 mm Equilateral Triangular Board

800x600mm Rectangular Board

600x450mm Rectangular Board

600x600mm Square Board

Providing and fixing RCC ,1:2:4 Boundary Stones as per type design including painting, numbering,fixing in 150 mm X 150 mm X 900 mm size CC ,1:4:8 block complete.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used all auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.

Excavation in Cutting of road way and for side drains-Excavation for road way cutting all types of soft soil for side drains in accordance with specifications, lines, grade side slopes dimensions and shape as shown in the drawings including disposing the unserviceable material away from excavation site up to 1000m as derided including dressing the bed, sides to correct shape size and as per the cross.

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting etc complete by vibratary roller. to meet requirement of Tables 300.1 and 300.2 with all lead as per Technical specification.

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Construction of granular sub-base of Grading 1 by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve at least 100% of maximum dry density for the material determined.

G II WBM Providing ,laying, Spreading and Compacting stone aggregate of specific size to water bound macadam specification and transporting the material, preparation surface, spreading in uniform thickness, hand packing, rolling with vibratory roller stages to proper grade and camber and super elevation, applying and booming stone screening and binding material to fill up the coarse aggregate watering and compacting to required density.

WBM Grading G-III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per One Square Meter on the prepared Bitumenous surface cleaned with air compressor hydraulic broom including cleaning surface, arrengement of traffic etc complet.

Construction of Penetration macadam over prepared base including providing a Layer of Compacted crushed coarse aggregate and camber alternative application of bitumen binder with bitumen sprayer at rate 175 175kg/100 One Square Meter 8 Spreading key aggregate rolling with vibratory roller to active the desired degree and comber etc

Providing laying and rolling of open graded premix carpet as wearing coarse of 20 mm thickness composed of 13.20mm to 5.60mm aggregate using 60to70 grade (S-65) bitumen to the required line, grade and camber on a previously prepared base including mixing aggregate and binder on a suitable hot mix paints, laying with mechanical paver finisher and rolling with a power roller finished to required grades camber etc complete.

Seal coat- Providing and laying liquid seal coat of type A and sealing wide in a bituminous surface laid to the specified level grades and cross fall including transporting materials cleaning surface to remove loose material dirt and dust, cleaning surface with compressor, heating bitumen to 1500 to 1630 c spraying with mechanical sprayer at the rate of 9.80 kg/10 One Square Meter spreading stone chips at rate 0.09 One Cubic Meter/10 One Square Meter, rolling with 80 to 100 Kn static weight Vibratory roller as directed by engineer in charge.

Construction of un-reinforced dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over prepared sub base with 43 grade cement or only other type as per clause 150.2.2 M 30 grade coarse and fine aggregate conforming to IS 383 Maximum size of course aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 One Cubic Meter Capacity and appropriate weigh batcher using approved mix design laid in approved fixed side form work (Steel Chanel) laying and fixing of 125 micron thick polythene film on the surface, wedges steel plates including leveling the form work as per drawing spreading the concrete with shovels rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including Provision of construction and expansion, construction Joint, applying deboing strips, prime near approaches to culvert and construction joint admixtures as approved curing of concrete slabs for 14 days using water finishing to lines and grade and camber as per drawing etc.

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.In Ordinary Soil

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Excavation in Ordinary Rock (requiring blasting)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Excavation in Ordinary Rock (Prohibited blasting)

Providing Laying cement concrete pipe of NP3 1000 mm dia for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.

Providing Laying cement concrete pipe of NP3 600 mm dia for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing , placing in from work compacting by needle vibrators finishing the surface with cm1:2 if required and curing complete.

Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for CC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.

Providing and laying cement concrete M15 of trap / granite / quartze / gneiss metal concrete block of size 45 cm X 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed by Engineer in charge.

Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11

Providing dry trap/granite/gneiss rubble stone soling 15cm to 30cm thick ….. Etc complete DSR I No. 17 P.No………

Providing and fixing reinforced cement concrete M- 15 square/circular guard stone including mild steel reinforcement fixing in cement concrete M-8 block including white washing etc. complet as directed by Engineer in charge. Spec. No. As directed by Engineer in charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Providing and Fizing Logo of MMGSY Project. Providing and fixing of typical MMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450mm x 600 mm. 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. lettering and printing arrows. border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing of typical Citizen's informatory sign board with logo as per MORD specification's and drowing.Steel pipe 75mm dia of B class pipe frame fixing in c.c. m-15 block's 600 mm X 600mm X 900 mm below ground level.Four MS plate of 5mm thick top in two middle one bottum dully welded with steel pipw frame over which 16 Gauge CR sheet of size 900 mmX 750mmSize two plates , all with stove enamal on both sides. Lettering and Drawings etc. will be painted with ready mixed synthetic enamal paint of superior quality in required shad and colour. all of framed post will be painted with primer and two coats of effoxy paint as per drawing and as directed by engneer -in- charge.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (10.3 (B))

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th KM Stones precast

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 KM Stones precast

Reinforced cement concrete M15 grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MoRD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600x600 mm Equilateral Triangular Board

800x600mm Rectangular Board

600x450mm Rectangular Board

600x600mm Square Board

Providing and fixing RCC ,1:2:4 Boundary Stones as per type design including painting, numbering,fixing in 150 mm X 150 mm X 900 mm size CC ,1:4:8 block complete.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

M/s. Shri Rajureshwar Infrastructure

m/s s g devidan

M/s Rajeshwar Construction

Wonder Construction