Pradhan Mantri Gram Sadak Yojana Tender

Dismantling of Cement Concrete Pavements as per Technical Specification

Construction of Sub-grade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement with all lead as per Technical Specification

Construction of Granular sub-base Grade-II (CBR Not 20) by providing well-graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in place method with rotavator at OMC and compacting smooth wheel roller to achive the desired density, complete as per Technical specification Including Hard Shoulder

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 as per Technical Specification

Providing and laying Primer coat with Bitumen(SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per technical Specification

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion Distributor at the 0.20-0.25 kg per sqm on the prepared Bituminous/Granular Surface cleande with hydraulic broom as per Technical Specification

Providing and laying bituminous macadam 50mm thick with hot mix plant using crushed aggregates of grading as per Table premixed with bituminous with bitumen VG-30 grade for mixing @ 3.30 % by weight og total mix binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification

Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration gradeVG-30 bitumen at rate 22 kg per 10 sqmt 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification

Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1 mm and with minimum cemnt content of 310 kg per cum, aggregate gradation to be as per Technical specification after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification (M-30)

Construction of lined drain with excevation, upto 1.5 m and disposal of excavated material in all lead with lining in M:15 grade Concrete and base in M:10 grade concrete including all Soaring,formwork,Cary etc. Completed as per technical specification

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 Ordinary K.M. stone (precast)

Reinforced cement concrete M15 grade 5th 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 Ordinary K.M. stone (precast)

Reinforced cement concrete M15 grade Hectometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing &Technical specification 200 mt stone (precast)

Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting, fixed over aluminium composite panel sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by meanes of properly designed foundation 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. Junction Board

Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting , fixed over aluinum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification. (Village Name Bord)

Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting , fixed over aluinum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification. (Hazard Markers)

Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting, fixed over aluinum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification. (Delineators)

Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting , fixed over aluinum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification. (Warning signs)

Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting, fixed over aluinum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification. (Stop signs (900mm octagonal)

Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting, fixed over aluinum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification. (Mandatory signs 900mm)

Providing and erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting , fixed over aluinum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification. (Chevron signs)

Providing and fixing of a typical design of PMGSY informatory sign board is shown in fig. The specification and installation details of the typical sign board are given below: (i) The board will be a composite unit consisting of three plate of Aluminiums composite materials (ACM), material specifications as per Technical specification . The top most plate will be in diamond shape of 600mm X 600mm size, riveted over welded M.S. angle iron frame of 25mm X 25mm X 5mm size on back on edges. The middle plate will be 1200mm X 150mm size riveted over welded M.S. angle iron frame of 25mm X 25mm X 5mm size on back on edges. The main lower most plate will be 1500mm X 600mm size, riveted over welded M.S. angle iron frame of 25mm X 25mm X 5mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75mm X 75mm (12 SWG) sheet tubes post placed at 1125mm apart center to center. The top of the middle plate will be flushed with the top of 75mm dia. medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450mm X 450mm X 600mm below ground level. The height of bottom of the lower most plate will be 1200mm from normal ground level and the bottom of middle plate will be 100mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47mm X 47mm thickness 12 SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. ii). The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per Technical specification. Messages/Borders. All the sections of the frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.

Providing & fixing Logo Board of PRADHAN MANTRI GRAM SADAK YOGNA as per standard design of National Rural Infrastructure development agency, diamond size (600 X 600 mm) 3 mm thick ACM plate and board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67

Providing & fixing of typical PMGSY Citizen's information board as per drawing , 2 nos. 433 thick ACM plate of 900 X 750 mm fixed at top and bottom duly welded diagonally with MS square hollow section 75 X 75 X 5 mm thick as per standard design of national rural infrastructure development agency. Painting lettering with retroreflective sheeting class B as per drawing square hollow section post duly embadded in M20 (600 X 600 X 750 mm) as per drawing

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 cleaing the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification (Edge Line & Centre Line and At Spped Breakers, Bump & Rumble Strips)

Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injuction high compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit for fixing. (Engineer grade) (On Junctions and At Speed Breakers)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and all lead m as per Technical Specification.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per Technical Specification.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications (A) PCC M15, Face Wall,Pipe Portion, Deduction in Pipe Portion,Undr Base Slab,Under Wing Wall,Under Curtain wall Type-II

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications(Curtain Wall Type-ii (PCC M20)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications (RCC Grade M25, USING Concrete Mixtype)

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification (PCC Grade M:20 Wing Wall (Qty as per MoRTH,SD No.113, Sheet 6 of 6))

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification (RCC Grade M25, Height up to 5.00m Using Concrete Mixtre) Box Outer Wall, Middle Wall, Haunches

Supplying, fitting and placing TMT bar reinforcement in substructrue complete as per drawings and technical specification

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

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

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification (Behind Abutment/Box Wall, Behind Wing wall)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications rcc Grade M25, Using Concrete Mixture, for Solid Slab Super Structure, Height upto 5.00m. (Box Slab and Threshold)

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Rubble stone laid in cement mortar 1:3

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (Flexible Appron on U/S & D/S Side) technical specification

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications

P.C.C. M 15 ordinary grade levelling course below approach slab complete as per drawing and technical specifications

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications