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 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 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 Surfacing Providing, 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 Table 602.2 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

Construction of lined drain with excevation, upto 1.5 m and disposal of excavated material in all lead with lining in :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 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 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. (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, 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 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, 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 erecting direction and place indentification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective, 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 600mm)

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. 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)

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 and laying reinforced cement concrete pipe NP4 (1200mm dia.) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification. (Outer Side of face wall,Inner Side of Face wall, End Side of Face Wall,Top of Face Wall,Deduct Pipe Portion)

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications